Abstract Flux cored arc welding(FCAW) process is characterized with its high deposition rate and productivity. Control of the operating parameters in FCAW is essential to obtain high production rates and good quality welds. Bead on plate welds were carried out on mild steel plates to study the influence of welding current and arc voltage on weld bead geometry parameters. The weld bead coss-sections were metallographically investigated. The effects of these welding parameters were evaluated by measuring penetration depth, reinforcement height, bead width, wetting angle, electrod deposit area and plate fusion area. The bead cross-section area and the weld shape factor were calculated from the measured results. The effects of welding parameters on weld bead geometry have been presented by histograms. Key Words: Flux cored arc welding, arc welding parameters, weld bead geometry, weld shape factor
Effects of shape on the wind instigate response of high rise buildingseSAT Journals
Abstract A large number of structures that are being constructed at present tend to be wind-sensitive because of their slenderness, shapes, size, lightness and flexibility. With the ever increase in the vertical growth of urban cities, high rise buildings are being constructed in large numbers. In this study, analytical investigation of different shapes of buildings are taken as an example and various analytical approaches are performed on the building. These plans are modeled and wind loads are found out according to I.S 875(part 3)-1987 by taking gust factor and without taking gust factor. These models are compared in different aspects such as storey drift, storey displacement, storey shear, etc. for different shapes of buildings by using finite element software package ETAB’s 13.1.1v. Among these results, which shape of building provide sound wind loading to the structure as well as the structural efficiency would be selected. Key Words: Storey displacement, Storey drift, Storey shear, Gust, Wind load
ANALYSIS OF WIND & EARTHQUAKE LOAD FOR DIFFERENT SHAPES OF HIGH RISE BUILDINGIAEME Publication
Modern tall buildings have efficient structural systems, and utilize high-strength materials, resulting in reduced building height, and thus, become more slender and flexible with low damping. These flexible buildings are very sensitive to wind excitation and earthquake load causing discomfort to the building occupants. Therefore, in order to mitigate such an excitation and to improve the performance of tall buildings against wind loads and earthquake loads, many researches and studies have been performed. Early integration of aerodynamic shaping, wind engineering considerations,
and structural system selections play a major role in the architectural design of a tall building in order to mitigate the building response to the wind excitations.
Parametric Study for Wind Design of Vertical Pressure Vessel as per Indian St...IJMER
International Journal of Modern Engineering Research (IJMER) is Peer reviewed, online Journal. It serves as an international archival forum of scholarly research related to engineering and science education.
International Journal of Modern Engineering Research (IJMER) covers all the fields of engineering and science: Electrical Engineering, Mechanical Engineering, Civil Engineering, Chemical Engineering, Computer Engineering, Agricultural Engineering, Aerospace Engineering, Thermodynamics, Structural Engineering, Control Engineering, Robotics, Mechatronics, Fluid Mechanics, Nanotechnology, Simulators, Web-based Learning, Remote Laboratories, Engineering Design Methods, Education Research, Students' Satisfaction and Motivation, Global Projects, and Assessment…. And many more.
The document provides information about calculating wind load on an industrial building located in Chennai, India. It gives the dimensions of the building as 15m x 30m with a frame span of 15m and column height of 6m. It outlines the process to calculate the design wind speed using factors for risk, terrain, and topography. It then calculates the design wind pressure and uses this to calculate the wind load on the walls and roof of the building, finding values of 28.8 kN for the walls and 38.7 kN for the roof.
Influence of Wind Loads on tall buildingsMukul Yambal
This is study project in which IS-875 :part 3 -1987 is compared with IS-875 :part 3 -2009 draft version by IIT-Kgp as well as it is compared with wind provisions in ASCE 7 with an example of Reinforced Concrete (RCC) 10 story frame designed in ETABS 2015.
Study of Comparison Between Static and Dynamic Analysis Subjected to Wind and...IRJET Journal
This document discusses a study comparing static and dynamic analysis of wind and earthquake loads on high-rise buildings. It provides background on wind loads, describes the objectives of investigating parameters like fundamental time period and displacements under dynamic loads. It also outlines the methodology, including design wind load calculation according to Indian codes, modeling a 150m building as a case study, and analyzing it both statically and dynamically under along-wind and across-wind loads.
Analysis and design of high rise building frame using staad proeSAT Journals
Abstract The Aim of present study “Analysis and design of high rise building by staad pro 2008” is to define proper technique for creating Geometry, cross sections for column and beam etc, developing specification and supports conditions, types of Loads and load combinations. In this study a 30- storey high rise structure is analyzed for seismic and wind load combination using staad pro 2008 and comparison is drawn. Keywords: Analysis, Geometry, Structure, Wind load
CFD simulation for predicting the wind effect on the high rise building: NET ...ikhsan setiawan
The use of CFD is becoming a norm in the predicting the fluid flow in engineering especially in the mechanical engineering. However, concern has raised over the urban design area on the predicting the quality air and wind on the rise building / skyscraper. There are number of development of rise building is being built on the developing country where concern on the wind effect over pedestrian sometime is neglected. The aim and objective of this paper is demonstrating the use of CFD over a high rise building in Indonesia and taking a case study on the new propose building at NET Tower Narotama University Surabaya, Indonesia. The CFD will be based on one direction of wind and one velocity. The CFD will be based on the finite method. The predicted result will be showed that the distribution of velocity and pressure field will be shown. The case study is intended to provide a support and guidance for the future studies on developing a propose rise building in Surabaya in particular and Indonesia in general
Keywords: CFD, wind, velocity
Effects of shape on the wind instigate response of high rise buildingseSAT Journals
Abstract A large number of structures that are being constructed at present tend to be wind-sensitive because of their slenderness, shapes, size, lightness and flexibility. With the ever increase in the vertical growth of urban cities, high rise buildings are being constructed in large numbers. In this study, analytical investigation of different shapes of buildings are taken as an example and various analytical approaches are performed on the building. These plans are modeled and wind loads are found out according to I.S 875(part 3)-1987 by taking gust factor and without taking gust factor. These models are compared in different aspects such as storey drift, storey displacement, storey shear, etc. for different shapes of buildings by using finite element software package ETAB’s 13.1.1v. Among these results, which shape of building provide sound wind loading to the structure as well as the structural efficiency would be selected. Key Words: Storey displacement, Storey drift, Storey shear, Gust, Wind load
ANALYSIS OF WIND & EARTHQUAKE LOAD FOR DIFFERENT SHAPES OF HIGH RISE BUILDINGIAEME Publication
Modern tall buildings have efficient structural systems, and utilize high-strength materials, resulting in reduced building height, and thus, become more slender and flexible with low damping. These flexible buildings are very sensitive to wind excitation and earthquake load causing discomfort to the building occupants. Therefore, in order to mitigate such an excitation and to improve the performance of tall buildings against wind loads and earthquake loads, many researches and studies have been performed. Early integration of aerodynamic shaping, wind engineering considerations,
and structural system selections play a major role in the architectural design of a tall building in order to mitigate the building response to the wind excitations.
Parametric Study for Wind Design of Vertical Pressure Vessel as per Indian St...IJMER
International Journal of Modern Engineering Research (IJMER) is Peer reviewed, online Journal. It serves as an international archival forum of scholarly research related to engineering and science education.
International Journal of Modern Engineering Research (IJMER) covers all the fields of engineering and science: Electrical Engineering, Mechanical Engineering, Civil Engineering, Chemical Engineering, Computer Engineering, Agricultural Engineering, Aerospace Engineering, Thermodynamics, Structural Engineering, Control Engineering, Robotics, Mechatronics, Fluid Mechanics, Nanotechnology, Simulators, Web-based Learning, Remote Laboratories, Engineering Design Methods, Education Research, Students' Satisfaction and Motivation, Global Projects, and Assessment…. And many more.
The document provides information about calculating wind load on an industrial building located in Chennai, India. It gives the dimensions of the building as 15m x 30m with a frame span of 15m and column height of 6m. It outlines the process to calculate the design wind speed using factors for risk, terrain, and topography. It then calculates the design wind pressure and uses this to calculate the wind load on the walls and roof of the building, finding values of 28.8 kN for the walls and 38.7 kN for the roof.
Influence of Wind Loads on tall buildingsMukul Yambal
This is study project in which IS-875 :part 3 -1987 is compared with IS-875 :part 3 -2009 draft version by IIT-Kgp as well as it is compared with wind provisions in ASCE 7 with an example of Reinforced Concrete (RCC) 10 story frame designed in ETABS 2015.
Study of Comparison Between Static and Dynamic Analysis Subjected to Wind and...IRJET Journal
This document discusses a study comparing static and dynamic analysis of wind and earthquake loads on high-rise buildings. It provides background on wind loads, describes the objectives of investigating parameters like fundamental time period and displacements under dynamic loads. It also outlines the methodology, including design wind load calculation according to Indian codes, modeling a 150m building as a case study, and analyzing it both statically and dynamically under along-wind and across-wind loads.
Analysis and design of high rise building frame using staad proeSAT Journals
Abstract The Aim of present study “Analysis and design of high rise building by staad pro 2008” is to define proper technique for creating Geometry, cross sections for column and beam etc, developing specification and supports conditions, types of Loads and load combinations. In this study a 30- storey high rise structure is analyzed for seismic and wind load combination using staad pro 2008 and comparison is drawn. Keywords: Analysis, Geometry, Structure, Wind load
CFD simulation for predicting the wind effect on the high rise building: NET ...ikhsan setiawan
The use of CFD is becoming a norm in the predicting the fluid flow in engineering especially in the mechanical engineering. However, concern has raised over the urban design area on the predicting the quality air and wind on the rise building / skyscraper. There are number of development of rise building is being built on the developing country where concern on the wind effect over pedestrian sometime is neglected. The aim and objective of this paper is demonstrating the use of CFD over a high rise building in Indonesia and taking a case study on the new propose building at NET Tower Narotama University Surabaya, Indonesia. The CFD will be based on one direction of wind and one velocity. The CFD will be based on the finite method. The predicted result will be showed that the distribution of velocity and pressure field will be shown. The case study is intended to provide a support and guidance for the future studies on developing a propose rise building in Surabaya in particular and Indonesia in general
Keywords: CFD, wind, velocity
A study on seismic performance of high rise irregular rc framed buildingseSAT Journals
Abstract Earthquakes are known as one of the most unpredictable and devastating of all natural disasters, however the unpredictable nature of occurrence of these earthquakes makes it difficult to prevent loss of human lives and destruction of properties, if the structures are not designed to resist such earthquake forces. In this paper attempt has been made to study two types of plan irregularities namely diaphragm discontinuity and re-entrant corners in the frame structure. These irregularities are created as per clause 7.1 of IS 1893:2002(part1) code. Various irregular models were considered having diaphragm discontinuity and re-entrant corners which were analysed using ETABS to determine the seismic response of the building. The models were analysed using static and dynamic methods, parameters considered being displacement, base shear and fundamental natural period. From the present study the model which is most susceptible to failure under very severe seismic zone is found, modelling and analysis is carried out using ETABS. Keywords: Diaphragm, re-entrant, static, dynamic.
Wind analysis of structure by SHYAMSUNDAR BOSU,INDIASHYAMSUNDARBOSU
Wind analysis is important for designing tall structures to withstand wind loads. As structures get taller, they become more susceptible to collapse from wind. Different types of wind storms like cyclones and hurricanes exert different wind speeds and loads on structures. Proper wind analysis is needed to determine wind speed zones and calculate appropriate wind loads to design structures. Not considering wind loads can lead to economic losses and loss of life if structures collapse. Precautions like dividing walls and using prefabricated units can improve a structure's ability to withstand wind loads. Advances in technology and structural systems have reduced building collapses over time as wind analysis in design has improved.
This document discusses design wind load and terminology according to Indian standard code IS 875 (III). It defines key terms like angle of attack, breadth, depth, developed height, effective frontal area, element surface area, force coefficient, gust, peak gust, fetch length, gradient height, pressure coefficient, suction, velocity profile, and topography. It also covers how to calculate design wind speed based on risk coefficient and terrain/height/structure size factor, and how to determine design wind pressure and force coefficients to calculate total wind load on a structure.
Wind load calculations were performed for a 10-story building with a height of 30 meters located in Vadodara, India. The design wind speed was calculated at different heights using the basic wind speed, probability, terrain, and topography factors according to Indian code IS 875. The design wind pressure was then determined and used to calculate the wind load in kN/m applying the effective frontal area and force coefficient. Finally, the wind load was calculated at each floor level.
This document provides specifications for calculating wind loads on a wind turbine tower. It specifies the materials used in the tower as structural steel with ultimate and yield strengths. It describes the dead loads from tower materials and wind loads as dynamic loads depending on wind speed, structure shape and height, and topography. It assumes a cylindrical tower and lattice wind turbine and provides the basic wind speed, importance factor, surface roughness, velocity pressure coefficients, topographic factor, and force coefficients to calculate design wind loads and moments on the tower and turbine.
Vertical construction of skyscrapers is increasing to accommodate growing urban populations within limited space. Structural design of tall buildings must consider both vertical and lateral loads like wind and seismic loads. Wind causes fluctuating forces that depend on factors like wind speed and direction, building geometry, and natural vibration frequencies. Resonance can occur if the vortex shedding frequency matches natural frequencies, requiring mitigation strategies like changing the cross-section. Tall building design must also ensure occupant comfort by limiting vibrations and accelerations from wind loads.
This document discusses wind effects on buildings and outlines an experimental study. It introduces the different types of loads on buildings including dead, imposed, and environmental loads like wind. An experiment is described that models a low gable building with an overhang and free standing wall to study wind pressure variations. Pressure coefficients are calculated and graphs show the mean and maximum pressure coefficients at different zones of the building model's upper and lower surfaces. The conclusions indicate the location of maximum upward pressure on the overhang in the presence of the free standing wall.
This document provides an overview of wind load calculation procedures according to the International Building Code (IBC) 2012 and American Society of Civil Engineers (ASCE) 7-10 standards. It defines important terms related to wind loads and explains changes made in ASCE 7-10 from the previous ASCE 7-05 standard. The major wind load calculation procedures covered are the directional procedure for buildings of all heights, the envelop procedure for low-rise buildings, and the wind tunnel procedure. Steps of the directional procedure are outlined, including determining the risk category, basic wind speed, wind parameters, velocity pressure coefficients, and velocity pressure.
IRJET - Wind Analysis of High Rise BuildingsIRJET Journal
This document discusses wind analysis methods for high-rise buildings. It presents a FORTRAN program developed to perform random vibration analysis (RVA) to determine the structural response of buildings due to wind loads. RVA considers both the mean and fluctuating components of deflection. The document also discusses codal analysis methods which can determine wind loads, shear forces, and bending moments on structures. It applies both RVA and codal analysis to evaluate wind loads on sample high-rise buildings and chimneys. The results are then compared to published literature values.
WIND ANALYSIS OF A MULTI STOREY BUILDING WITH AND WITHOUT MASS IRREGURALITY B...Divya Swapna Nallajeru
Structural Analysis is a branch which involves in the determination of behaviour of structures in order to predict the responses of different structural components due to effect of loads. Each and every structure will be subjected to either one or the groups of loads, the various kinds of loads normally considered are dead load, live load, earth quake load and wind load.
ETABS (Extended Three Dimensional Analysis of Building System) is a software which is incorporated with all the major analysis engines that is static, dynamic, Linear and non-linear, etc and especially this Software is used to analyze and design the buildings. Our project “Wind Analysis of a Multi-storey building with and Without Mass Irregularity” is an attempt to analyze a multi storey building with Mass irregularity. A G+10 storey building is considered for this study. Irregularities are not avoidable in construction of buildings; Adequate precautions can be taken. A detailed study of structural behavior of the buildings with irregularities is essential for design and behavior. Civil engineering structures are mainly designed to resist static load. Generally the effect of dynamic loads acting on structure is not considered. This feature of neglecting the dynamic forces sometimes becomes the cause of disaster, Over the last two decades, Wind engineering has increasingly focused on the modest low rise and high rise structures, since much of the damage and financial loss associated with extreme wind events happens to these minimally engineered buildings like low rise buildings and also huge loss if encountered by the high rise buildings. As some of these model- and full - scale wind engineering data filters into the design codes and standards, one may expect to see reduced hurricane/cyclone damage. However, when one combines the more rapid increase in population along the world's tropical coasts with a generally unacceptably low standard of new building construction inspection, it seems quite likely that loss of life, as well as insured and uninsured property losses will continue to be the norm in the foreseeable future. The wind engineering community needs to be more responsible in forcefully transferring our technical knowledge to the designer and builder. In this present work the analysis for G+l0 Reinforced cement concrete building having mass irregularity in 9th floor and building without mass irregularity are analyzed. This thesis highlights the effects on floor which has different loads (mass irregularity) in multistorey building.
Effect of wind Load On High Rise BuildingVikas Patre
Wind load is an important design consideration for high-rise buildings due to the increasing wind forces experienced at greater heights. This document discusses wind load calculation and analysis for a 20.5m high building according to Indian code IS 875-Part 3. Static analysis of the building model in SAP2000 showed that wind load causes higher bending moments and shear forces compared to analysis without wind load. The wind pressure varies with height and building designers must account for this gradient in load to safely structure high-rise buildings.
This presentation summarizes Sarang Wakharkar's research on designing impact resistant overhead protection structures and blast proof chambers. The research investigated passive protective measures for existing facilities vulnerable to enemy munitions. A modular structural system was designed using commercially available materials like tubing and scaffolding. Structural analysis software modeled 9 configurations to understand how dimensions relate to load capacity. The design was analyzed under conditions in Parwan Province, Afghanistan. Preliminary findings showed commercially available materials can quickly install overhead protection in hostile areas. The presentation outlines objectives, methodology, literature review, and plans to analyze and design sample structures to resist blast loads at different distances.
1. The document analyzes the dynamic behavior of high-rise buildings with different reinforced concrete shear wall shapes (C, box, E, I, and plus shapes) under soft, medium, and hard soil conditions using response spectrum analysis.
2. Five 30-story building models were analyzed with different shear wall shapes at the center. Load combinations and material properties were defined according to Indian codes.
3. Results such as story displacements, story stiffness, lateral loads, shear wall mode shapes, time periods, and frequencies were estimated to study the behavior of tall buildings with dual structural systems and different shear wall configurations under seismic loading.
This document summarizes research on designing buildings to resist blast loads. It discusses modeling a sample building in ETABS software and analyzing its response to different blast scenarios varying the charge weight (125kg to 500kg TNT) and standoff distance (15m to 30m). Key findings include:
1) Increasing the standoff distance significantly reduces blast pressures and damage to the structure. With a 500kg charge at 15m, 177 beams/columns failed, but only 3 failed at 30m.
2) Regular, symmetrical building frames performed better than irregular designs under blast loads.
3) Guidelines for blast-resistant design are needed as conventional buildings are rarely designed for these forces. Important structures like government buildings should
IRJET- Analysis and Design of Regular and Irregular BuildingsIRJET Journal
The document analyzes and compares the structural design of regular and irregular reinforced concrete (RCC) buildings. It finds that irregular buildings experience increased torsion effects due to the center of mass and stiffness not coinciding. For an irregular L-shaped building studied, maximum horizontal displacement and torsion induced were higher compared to the regular building. Column forces and design requirements also differed between the regular and irregular structures due to the additional torsion effects in the irregular building. The study concludes that irregular building designs require relatively higher structural sections to account for increased stresses from torsion.
EFFECT OF SHAPE OF TALL BUILDINGS SUBJECTED TO WIND LOADINGIAEME Publication
Objectives: To study the effect and variation of wind pressure with the shape, rounding of the corners and height of the structure. Methods: Aerodynamic approach is architecture is the extreme approach in the design of tall buildings. In the present thesis, multistory buildings of 40 storey, 60 storey and 80 storey were modelled for different shapes of structures i.e. Rectangular structure, Rectangular structure with rounded corners, Square structure, Square structure with rounded corners, Circular structure and Elliptical structure. Findings: The influence of height and shapes on gust loads and its effects on the response of the structure are studied in the present case. The analysis of the building has been carried out using standard commercial software (STAAD PRO) and the estimation of wind loads is done by Indian standard code IS-875(Part-3). The effect of rounding of the corners of tall structures is studied through computational fluid dynamics (CFD) on pressure distribution on the surface of the structure. Novelty: Standard software fluent is used for CFD analysis.
1) The document studies blast wave parameters over the facade of high-rise buildings using the US Army Technical Manual 5-1300. It analyzes incident and reflected pressures, arrival time, and positive phase time duration over a 13-story reinforced concrete building for different TNT charge weights (1000kg and 4000kg) and distances (10m and 40m).
2) Graphs show that for lower charge weights and distances, pressure variation is less over upper floors but more over lower floors. For high charge weights and shorter distances, pressure variation is more uniform but magnitude depends on charge weight and distance.
3) For longer distances, pressure is nearly uniform regardless of charge weight because distance is the predominant factor over angle
This document analyzes the seismic performance of irregular L-shaped reinforced concrete buildings of varying heights (4, 8, and 20 stories) located in seismic Zone III. Six models of each building are considered: a bare frame, frame with infill walls modeled as membranes, and frame with infill walls modeled as equivalent diagonal struts. Nonlinear time history and pushover analyses are performed using ETABS. The results show that modeling infill walls improves seismic performance by reducing top story displacement and increasing base shear capacity, with the equivalent strut model performing better than the membrane model. The influence of infill walls decreases with increasing building height.
Effect of the post weld heat treatments on the fatigue crack growth behavior ...eSAT Journals
Abstract
The effect of the post weld heat treatments (PWHTs) on the fatigue crack growth (FCG) behavior in the welded zone of AA6063-T5 fabricated by the friction stir process was investigated. The FCG specimens are machined in which the loading axis is put perpendicular to the welding line and the initial notches are introduced in the welded zone. The experimental results showed the FCG rates are sensitive to the PWHT solutions. The FCG resistance in the welded zone could be fully restored to that of base metal by using PWHT. While the PWHT solution solely restores the precipitates dissolved and/or coarsened during welding process has a minor effect on the FCG rates, the PWHT solution remarkably recrystallizes the grain microstructure has a significant effect here.
Keywords: Aluminum alloy, Failure assessment, Fatigue crack propagation, Friction stir welding
The welding skills evaluation report summarizes Daniel Pointer's welding tests for Big River Rubber & Gasket. Samples of hoses in 3/8" and 2" diameters with various lengths and end fittings were tested. All burst tests and cap weld inspections passed without any cracks, undercuts, porosity, or other defects. Michael Thompson, the weld engineer, signed off that Daniel Pointer passed the welding skills evaluation.
A study on seismic performance of high rise irregular rc framed buildingseSAT Journals
Abstract Earthquakes are known as one of the most unpredictable and devastating of all natural disasters, however the unpredictable nature of occurrence of these earthquakes makes it difficult to prevent loss of human lives and destruction of properties, if the structures are not designed to resist such earthquake forces. In this paper attempt has been made to study two types of plan irregularities namely diaphragm discontinuity and re-entrant corners in the frame structure. These irregularities are created as per clause 7.1 of IS 1893:2002(part1) code. Various irregular models were considered having diaphragm discontinuity and re-entrant corners which were analysed using ETABS to determine the seismic response of the building. The models were analysed using static and dynamic methods, parameters considered being displacement, base shear and fundamental natural period. From the present study the model which is most susceptible to failure under very severe seismic zone is found, modelling and analysis is carried out using ETABS. Keywords: Diaphragm, re-entrant, static, dynamic.
Wind analysis of structure by SHYAMSUNDAR BOSU,INDIASHYAMSUNDARBOSU
Wind analysis is important for designing tall structures to withstand wind loads. As structures get taller, they become more susceptible to collapse from wind. Different types of wind storms like cyclones and hurricanes exert different wind speeds and loads on structures. Proper wind analysis is needed to determine wind speed zones and calculate appropriate wind loads to design structures. Not considering wind loads can lead to economic losses and loss of life if structures collapse. Precautions like dividing walls and using prefabricated units can improve a structure's ability to withstand wind loads. Advances in technology and structural systems have reduced building collapses over time as wind analysis in design has improved.
This document discusses design wind load and terminology according to Indian standard code IS 875 (III). It defines key terms like angle of attack, breadth, depth, developed height, effective frontal area, element surface area, force coefficient, gust, peak gust, fetch length, gradient height, pressure coefficient, suction, velocity profile, and topography. It also covers how to calculate design wind speed based on risk coefficient and terrain/height/structure size factor, and how to determine design wind pressure and force coefficients to calculate total wind load on a structure.
Wind load calculations were performed for a 10-story building with a height of 30 meters located in Vadodara, India. The design wind speed was calculated at different heights using the basic wind speed, probability, terrain, and topography factors according to Indian code IS 875. The design wind pressure was then determined and used to calculate the wind load in kN/m applying the effective frontal area and force coefficient. Finally, the wind load was calculated at each floor level.
This document provides specifications for calculating wind loads on a wind turbine tower. It specifies the materials used in the tower as structural steel with ultimate and yield strengths. It describes the dead loads from tower materials and wind loads as dynamic loads depending on wind speed, structure shape and height, and topography. It assumes a cylindrical tower and lattice wind turbine and provides the basic wind speed, importance factor, surface roughness, velocity pressure coefficients, topographic factor, and force coefficients to calculate design wind loads and moments on the tower and turbine.
Vertical construction of skyscrapers is increasing to accommodate growing urban populations within limited space. Structural design of tall buildings must consider both vertical and lateral loads like wind and seismic loads. Wind causes fluctuating forces that depend on factors like wind speed and direction, building geometry, and natural vibration frequencies. Resonance can occur if the vortex shedding frequency matches natural frequencies, requiring mitigation strategies like changing the cross-section. Tall building design must also ensure occupant comfort by limiting vibrations and accelerations from wind loads.
This document discusses wind effects on buildings and outlines an experimental study. It introduces the different types of loads on buildings including dead, imposed, and environmental loads like wind. An experiment is described that models a low gable building with an overhang and free standing wall to study wind pressure variations. Pressure coefficients are calculated and graphs show the mean and maximum pressure coefficients at different zones of the building model's upper and lower surfaces. The conclusions indicate the location of maximum upward pressure on the overhang in the presence of the free standing wall.
This document provides an overview of wind load calculation procedures according to the International Building Code (IBC) 2012 and American Society of Civil Engineers (ASCE) 7-10 standards. It defines important terms related to wind loads and explains changes made in ASCE 7-10 from the previous ASCE 7-05 standard. The major wind load calculation procedures covered are the directional procedure for buildings of all heights, the envelop procedure for low-rise buildings, and the wind tunnel procedure. Steps of the directional procedure are outlined, including determining the risk category, basic wind speed, wind parameters, velocity pressure coefficients, and velocity pressure.
IRJET - Wind Analysis of High Rise BuildingsIRJET Journal
This document discusses wind analysis methods for high-rise buildings. It presents a FORTRAN program developed to perform random vibration analysis (RVA) to determine the structural response of buildings due to wind loads. RVA considers both the mean and fluctuating components of deflection. The document also discusses codal analysis methods which can determine wind loads, shear forces, and bending moments on structures. It applies both RVA and codal analysis to evaluate wind loads on sample high-rise buildings and chimneys. The results are then compared to published literature values.
WIND ANALYSIS OF A MULTI STOREY BUILDING WITH AND WITHOUT MASS IRREGURALITY B...Divya Swapna Nallajeru
Structural Analysis is a branch which involves in the determination of behaviour of structures in order to predict the responses of different structural components due to effect of loads. Each and every structure will be subjected to either one or the groups of loads, the various kinds of loads normally considered are dead load, live load, earth quake load and wind load.
ETABS (Extended Three Dimensional Analysis of Building System) is a software which is incorporated with all the major analysis engines that is static, dynamic, Linear and non-linear, etc and especially this Software is used to analyze and design the buildings. Our project “Wind Analysis of a Multi-storey building with and Without Mass Irregularity” is an attempt to analyze a multi storey building with Mass irregularity. A G+10 storey building is considered for this study. Irregularities are not avoidable in construction of buildings; Adequate precautions can be taken. A detailed study of structural behavior of the buildings with irregularities is essential for design and behavior. Civil engineering structures are mainly designed to resist static load. Generally the effect of dynamic loads acting on structure is not considered. This feature of neglecting the dynamic forces sometimes becomes the cause of disaster, Over the last two decades, Wind engineering has increasingly focused on the modest low rise and high rise structures, since much of the damage and financial loss associated with extreme wind events happens to these minimally engineered buildings like low rise buildings and also huge loss if encountered by the high rise buildings. As some of these model- and full - scale wind engineering data filters into the design codes and standards, one may expect to see reduced hurricane/cyclone damage. However, when one combines the more rapid increase in population along the world's tropical coasts with a generally unacceptably low standard of new building construction inspection, it seems quite likely that loss of life, as well as insured and uninsured property losses will continue to be the norm in the foreseeable future. The wind engineering community needs to be more responsible in forcefully transferring our technical knowledge to the designer and builder. In this present work the analysis for G+l0 Reinforced cement concrete building having mass irregularity in 9th floor and building without mass irregularity are analyzed. This thesis highlights the effects on floor which has different loads (mass irregularity) in multistorey building.
Effect of wind Load On High Rise BuildingVikas Patre
Wind load is an important design consideration for high-rise buildings due to the increasing wind forces experienced at greater heights. This document discusses wind load calculation and analysis for a 20.5m high building according to Indian code IS 875-Part 3. Static analysis of the building model in SAP2000 showed that wind load causes higher bending moments and shear forces compared to analysis without wind load. The wind pressure varies with height and building designers must account for this gradient in load to safely structure high-rise buildings.
This presentation summarizes Sarang Wakharkar's research on designing impact resistant overhead protection structures and blast proof chambers. The research investigated passive protective measures for existing facilities vulnerable to enemy munitions. A modular structural system was designed using commercially available materials like tubing and scaffolding. Structural analysis software modeled 9 configurations to understand how dimensions relate to load capacity. The design was analyzed under conditions in Parwan Province, Afghanistan. Preliminary findings showed commercially available materials can quickly install overhead protection in hostile areas. The presentation outlines objectives, methodology, literature review, and plans to analyze and design sample structures to resist blast loads at different distances.
1. The document analyzes the dynamic behavior of high-rise buildings with different reinforced concrete shear wall shapes (C, box, E, I, and plus shapes) under soft, medium, and hard soil conditions using response spectrum analysis.
2. Five 30-story building models were analyzed with different shear wall shapes at the center. Load combinations and material properties were defined according to Indian codes.
3. Results such as story displacements, story stiffness, lateral loads, shear wall mode shapes, time periods, and frequencies were estimated to study the behavior of tall buildings with dual structural systems and different shear wall configurations under seismic loading.
This document summarizes research on designing buildings to resist blast loads. It discusses modeling a sample building in ETABS software and analyzing its response to different blast scenarios varying the charge weight (125kg to 500kg TNT) and standoff distance (15m to 30m). Key findings include:
1) Increasing the standoff distance significantly reduces blast pressures and damage to the structure. With a 500kg charge at 15m, 177 beams/columns failed, but only 3 failed at 30m.
2) Regular, symmetrical building frames performed better than irregular designs under blast loads.
3) Guidelines for blast-resistant design are needed as conventional buildings are rarely designed for these forces. Important structures like government buildings should
IRJET- Analysis and Design of Regular and Irregular BuildingsIRJET Journal
The document analyzes and compares the structural design of regular and irregular reinforced concrete (RCC) buildings. It finds that irregular buildings experience increased torsion effects due to the center of mass and stiffness not coinciding. For an irregular L-shaped building studied, maximum horizontal displacement and torsion induced were higher compared to the regular building. Column forces and design requirements also differed between the regular and irregular structures due to the additional torsion effects in the irregular building. The study concludes that irregular building designs require relatively higher structural sections to account for increased stresses from torsion.
EFFECT OF SHAPE OF TALL BUILDINGS SUBJECTED TO WIND LOADINGIAEME Publication
Objectives: To study the effect and variation of wind pressure with the shape, rounding of the corners and height of the structure. Methods: Aerodynamic approach is architecture is the extreme approach in the design of tall buildings. In the present thesis, multistory buildings of 40 storey, 60 storey and 80 storey were modelled for different shapes of structures i.e. Rectangular structure, Rectangular structure with rounded corners, Square structure, Square structure with rounded corners, Circular structure and Elliptical structure. Findings: The influence of height and shapes on gust loads and its effects on the response of the structure are studied in the present case. The analysis of the building has been carried out using standard commercial software (STAAD PRO) and the estimation of wind loads is done by Indian standard code IS-875(Part-3). The effect of rounding of the corners of tall structures is studied through computational fluid dynamics (CFD) on pressure distribution on the surface of the structure. Novelty: Standard software fluent is used for CFD analysis.
1) The document studies blast wave parameters over the facade of high-rise buildings using the US Army Technical Manual 5-1300. It analyzes incident and reflected pressures, arrival time, and positive phase time duration over a 13-story reinforced concrete building for different TNT charge weights (1000kg and 4000kg) and distances (10m and 40m).
2) Graphs show that for lower charge weights and distances, pressure variation is less over upper floors but more over lower floors. For high charge weights and shorter distances, pressure variation is more uniform but magnitude depends on charge weight and distance.
3) For longer distances, pressure is nearly uniform regardless of charge weight because distance is the predominant factor over angle
This document analyzes the seismic performance of irregular L-shaped reinforced concrete buildings of varying heights (4, 8, and 20 stories) located in seismic Zone III. Six models of each building are considered: a bare frame, frame with infill walls modeled as membranes, and frame with infill walls modeled as equivalent diagonal struts. Nonlinear time history and pushover analyses are performed using ETABS. The results show that modeling infill walls improves seismic performance by reducing top story displacement and increasing base shear capacity, with the equivalent strut model performing better than the membrane model. The influence of infill walls decreases with increasing building height.
Effect of the post weld heat treatments on the fatigue crack growth behavior ...eSAT Journals
Abstract
The effect of the post weld heat treatments (PWHTs) on the fatigue crack growth (FCG) behavior in the welded zone of AA6063-T5 fabricated by the friction stir process was investigated. The FCG specimens are machined in which the loading axis is put perpendicular to the welding line and the initial notches are introduced in the welded zone. The experimental results showed the FCG rates are sensitive to the PWHT solutions. The FCG resistance in the welded zone could be fully restored to that of base metal by using PWHT. While the PWHT solution solely restores the precipitates dissolved and/or coarsened during welding process has a minor effect on the FCG rates, the PWHT solution remarkably recrystallizes the grain microstructure has a significant effect here.
Keywords: Aluminum alloy, Failure assessment, Fatigue crack propagation, Friction stir welding
The welding skills evaluation report summarizes Daniel Pointer's welding tests for Big River Rubber & Gasket. Samples of hoses in 3/8" and 2" diameters with various lengths and end fittings were tested. All burst tests and cap weld inspections passed without any cracks, undercuts, porosity, or other defects. Michael Thompson, the weld engineer, signed off that Daniel Pointer passed the welding skills evaluation.
A REVIEW STUDY OF THE EFFECT OF PROCESS PARAMETERS ON WELD BEAD GEOMETRY AND ...Editor IJMTER
submerged arc welding is most efficient welding process in any fabrication industry. It is
a common arc welding process in which coalescence is produced by heating application with an
electric arc or arcs set up model between a bare metal electrode and the work piece. The arc end of
the metal electrode and molten pool are invisible. They are invisible being submerged under a
blanket of the granular material (flux). Selection of process parameters has great influence on the
weld bead geometry. Welding input parameters play a significant role in determining the quality of a
weld joint. Here, this joint quality can be defined in terms of properties such as weld bead geometry
and flux consumption. All the welding processes are used with the aim of obtaining a welded joint
with the desired weld bead geometry and excellent mechanical properties with maximum metal
deposition rate and minimum distortion rate. This paper presents the review of the effect of input
parameters on weld bead geometry and flux consumption in submerged arc welding process.
This document provides an overview of various welding techniques including resistance welding, laser beam welding, electron beam welding, friction welding, and explosion welding. It discusses the principles, advantages, limitations, and applications of each process. For resistance welding specifically, it describes different types such as spot welding, seam welding, and projection welding. It also provides examples of heat and efficiency calculations for resistance welding.
A review of effect of welding and post weld heat treatment on microstructure ...eSAT Journals
Abstract
Today getting high thermal efficiency in thermal and nuclear power plant is a big challenge. Many new material are developed. SA 335 grade 91 steel is modified high chrome-moly martenstitic steel. This material is having excellent toughness and high temperature creep strength. During welding, this material is having tremendous change in its microstructure and hence mechanical property. Many research works were done in this area. This paper discusses weld ability of P91 material. Effect of different welding process, type of filler wire, its chemical composition and type of flux is discussed in this paper. PWHT is necessary after welding of P91 steel. PWHT temperature and its duration affects phase transformation and mechanical properties of weld metal, HAZ and parent metal. Major focus is given on hardness, creep resistance and notch toughness.
Keywords - P91, Welding, Microstructure, Toughness, Creep, Hardness, PWHT
This document provides an overview of welding duplex stainless steels. It discusses what duplex stainless steels are, their microstructure, characteristics, and benefits compared to other stainless steel grades. The document outlines general requirements for welding duplex stainless steels, including preheat temperature, heat input levels, and filler metal selection. It also discusses common welding processes used like GTAW and SMAW. The document provides an example calculation of heat input and defines heat tinting, factors that influence it, and typical acceptance limits.
The effects of heat input and interpass temperature on the microstructure of ...Mark Keeler
This thesis examines the effects of heat input and interpass temperature on the microstructure of duplex stainless steel during welding. Two sets of 5 butt welds were made with heat inputs of 1.0 KJ/mm and 1.5 KJ/mm. The interpass temperature was varied from 150°C to 350°C between welds. Micrographic examination found that intermetallic precipitates formed at a heat input of 1.5 KJ/mm and interpass temperature of 350°C, but not at 1.0 KJ/mm. Lower interpass temperatures of 200°C also showed signs of microstructural effects. The results indicate that excessive heat input and interpass temperatures can alter the microstructure
- Shielded metal arc welding (SMAW) is one of the most commonly used welding processes, accounting for approximately 50% of welding in industry.
- SMAW uses a consumable electrode covered in flux that generates an electric arc to both melt the base metal and provide shielding from contamination.
- Constant current welding machines, which maintain a constant current output regardless of changes in arc length, are best suited for SMAW and allow welders to control heat input.
This document summarizes Shielded Metal Arc Welding (SMAW) techniques. It describes different types of weld beads, such as stringer and weave beads, and weld passes like root, fill, and cover passes. It outlines techniques for various weld positions including flat, horizontal, vertical and overhead. It provides guidance on travel speed, electrode placement, arc length and work/drag angles to control weld penetration, dilution and bead shape. It also covers topics like joint preparation, restarts and crater fills.
SMAW is one of the basic and most common of all welding processes. this presentation is geared towards helping the general public in understanding the fundamentals of SMAW process. Look out for my next series of publications...
This presentation provides an introduction into the basics of heat treating, primarily steel alloys. Heat treat processes for strengthening steel, or through hardening, using quench and temper, martempering, and austempering will be introduced and explained using the iron-carbon phase diagram and time-temperature-transformation diagrams to help understand the transformations occurring.
Precipitation hardening techniques will be introduced, which apply to one group of stainless steels, aluminum alloys and high performance materials. Common surface hardening techniques such as case hardening and carburizing will also be discussed. Various processes for reducing strength, or softening steel, will be presented. Preheat and post-heat treatments applied during welding will also be briefly discussed.
This document discusses welding metallurgy and the structure of fusion welds. It describes the different zones that make up a typical fusion welded joint, including the fusion zone, weld interface, heat affected zone, and base material. It explains how the microstructure varies across these zones due to melting and solidification processes during welding. Factors like welding parameters, heat input, and joint geometry are described as influencing weld pool shape and grain structure. The concept of thermal severity number is introduced as a way to assess cracking susceptibility based on total plate thickness.
This presentation will provide the non-metallurgist with a basic understanding of carbon and low alloy steels. First we'll describe the carbon and low alloy steels by examining the iron-carbon binary phase diagram and understand the basic microstructures as related to carbon content. We'll discuss the nomenclature of the different carbon and alloy steel groups. We will then examine how mechanical properties are influenced through carbon content, alloy additions and heat treatment. We will also discuss the differences in carbon and low alloy steels that are specified as structural steels and high strength-low alloy (HSLA) steels. Finally, we will address the issues of material selection, processing and finishing.
Metal Joining Processes: Welding, Riveting, Bolting, Brazing, SolderingJJ Technical Solutions
The presentation is a mechanical engineering presentation on the basics of metal joining processes. The basics of metal joining processes such as welding, riveting is explained in detail.
This document discusses time-temperature-transformation (TTT) diagrams and continuous cooling transformation (CCT) diagrams. TTT diagrams show the transformation of austenite at constant temperatures over time, indicating what microstructures form during different cooling rates. CCT diagrams track phase changes during continuous cooling at various cooling rates. Both diagrams are important for selecting processing conditions to achieve desired material properties in steels. The document provides detailed explanations of the various microstructures - pearlite, bainite, martensite - that form during austenite decomposition, and how TTT and CCT diagrams can be used to understand their formation.
Investigation on Effect of Heat Input on Cooling Rate and Mechanical Property...IJMER
The effect of heat input in MMAW arc welding on cooling rate and hardness of weld
joint is investigated in this paper. The parameter affects the heat input are welding current, arc voltage
and welding speed. Mild steel weldments were welded under varying current 80, 90 and 100 ampere
and keeping arc voltage and travel speed constant. Other mild steel specimens were welded under
varying arc voltage 21V, 23V and 25V and keeping welding current and welding speed constant. Other
mild steel specimens were welded by varying welding travel speed 1.52 mm/sec, 1.67 mm/sec and 1.82
mm/sec and keeping arc voltage and welding current constant. Heat input was calculated for each
weldment. Rockwell hardness testing of all specimens was done. It was observed that with increase in
arc current hardness of mild steel weld joint was increased up to optimum level and then decreased.
Cooling rate was decreased with increased in arc current. With increase in welding arc voltage
hardness of weld joint decreased and cooling rate was decreased also. With increase in welding travel
speed hardness of weld joint increased and cooling rate was increased also.
This document discusses heat treatment of steel and the phases and reactions involved. It describes the peritectic, eutectic, and eutectoid reactions that occur during heating and cooling of steel. It also defines the different phases present like ferrite, austenite, cementite, and their crystal structures and magnetic properties. Additionally, it classifies steels based on their carbon content into low, medium, and high carbon varieties and provides examples of AISI numbering systems.
IRJET - Mathematical Analysis of Angular Distortion on GTA Welded Hot Rolled ...IRJET Journal
This document presents a study analyzing the angular distortion that occurs during gas tungsten arc welding (GTAW) of hot rolled E250 grade low carbon steel plates. Experiments were conducted varying welding current, speed, and torch angle according to a full factorial design. Angular distortion measurements were obtained and used to develop a mathematical model relating distortion to the input parameters. The model was evaluated using ANOVA to check its adequacy in predicting angular distortion for this welding process and material.
Research Inventy : International Journal of Engineering and Scienceinventy
Research Inventy : International Journal of Engineering and Science is published by the group of young academic and industrial researchers with 12 Issues per year. It is an online as well as print version open access journal that provides rapid publication (monthly) of articles in all areas of the subject such as: civil, mechanical, chemical, electronic and computer engineering as well as production and information technology. The Journal welcomes the submission of manuscripts that meet the general criteria of significance and scientific excellence. Papers will be published by rapid process within 20 days after acceptance and peer review process takes only 7 days. All articles published in Research Inventy will be peer-reviewed.
IRJET - Mathematical Modelling to Predict Bead Geometry and Shape Relationshi...IRJET Journal
This document presents a study that develops a mathematical model to predict bead geometry and shape relationships for MIG welded aluminum 1200 plates. The study uses design of experiments to investigate the effects of welding speed, voltage, and wire feed rate on weld width, height of reinforcement, and reinforcement form factor. 15 experiments were conducted according to a central composite face centered design. The results were analyzed using response surface methodology and ANOVA to develop and validate the mathematical model relating the input and response parameters.
Parametric Optimization on MIG Welded EN8 Material Joints by using Taguchi Me...ijsrd.com
Welding is a manufacturing process, which is carried out for joining of metals. By MIG Welding it is possible to weld in all positions. Optimization of the parameter will be carried out by Taguchi method. We will use EN-8 material which is more use in Automobile parts. EN8 plate with dimensions 250mm x 125mm x 6mm with V- Groove 650.Where the input parameters are welding current, Wire feed and gas flow rate and output parameters are tensile strength and Hardness.
Experimental Analysis on Wire Arc Additive ManufacturingIRJET Journal
The document summarizes an experimental analysis of wire arc additive manufacturing (WAAM) of mild steel. Microscopic analysis found the deposition occurred in both parallel and perpendicular orientations, with grain structures including equiaxed and columnar formations. Hardness testing found values between 18-47 kg/mm2, while mechanical testing found maximum tensile and yield strengths of 25.05 and 560.69 MPa respectively in the through deposition direction. The study aims to optimize the WAAM process by analyzing defects like hot cracking and gas porosity at different deposition parameters.
Study on Effect of Manual Metal Arc Welding Process Parameters on Width of He...IJMER
This document summarizes a study on the effect of welding parameters on the width of the heat affected zone (HAZ) during manual metal arc welding (MMAW) of mild steel. The welding parameters investigated included current, voltage, welding speed, and heat input. Samples were welded with varying combinations of these parameters. The microstructure and width of the HAZ was then analyzed for each sample. The goal of the study was to determine the relationship between welding parameters and HAZ width in order to control and minimize the HAZ during MMAW welding of mild steel.
International Journal of Engineering Research and DevelopmentIJERD Editor
The document discusses using the Taguchi method to analyze the effects of welding parameters on weld bead geometry. An experiment was conducted using MIG welding of mild steel plates with varying thickness, voltage, gas flow rate, and travel speed. Macrostructural tests were performed to measure the weld bead penetration, width, and reinforcement height. The results showed that penetration increased with higher speed and flow rate up to optimal values, while width and height increased with higher flow rate but decreased with higher speed. Therefore, the welding parameters significantly influence the weld bead geometry characteristics.
Investigation on Properties of Structural Steel Joints using Arc and MIG Weld...IRJET Journal
This document investigates the properties of structural steel joints welded using arc and MIG welding processes. Mild steel plates of varying thicknesses were welded using both processes. Samples from the welded joints underwent tensile testing, impact testing, hardness testing, and microscopic analysis to evaluate and compare the mechanical properties. The investigation found that MIG welding joints produced higher mechanical properties than arc welding joints when joining mild steel plates. V-shaped joints also performed better than square butt joints.
IRJET- Development of Mathematical Models to Predict Weld Bead Geometry of Bu...IRJET Journal
This document describes a study that developed mathematical models to predict the weld bead geometry (penetration, width, and height) of butt welded high-strength low-alloy steel plates using submerged arc welding. Face-centered central composite design was used to construct response surface models based on welding parameters including voltage, wire feed rate, and trolley speed. The models found that wire feed rate had the strongest influence on the responses. Experiments were conducted according to the design and responses were recorded and used to develop regression equations to model each geometric parameter in terms of the input factors. The models were found to adequately explain the variations in the results.
IRJET - Characteristics of Butt Joint Produced by Friction Stir Welding ProcessIRJET Journal
The document discusses characteristics of butt joints produced using friction stir welding (FSW) of aluminum alloys. It investigates the effects of various FSW process parameters on the mechanical properties and microstructure of the welded joints. Specifically, it examines rotational speed, transverse speed, and tool geometry. Joints of aluminum alloy AA5083 were welded and tested in tension, hardness, impact, and corrosion to analyze properties. The results showed that process parameters significantly affected the weld strength and microstructure. Defect-free joints with optimal mechanical properties could be produced using appropriate FSW conditions.
This document provides a literature review of submerged arc welding (SAW) research. It discusses the history and process of SAW. Key points include:
- SAW involves an electric arc between a consumable electrode and the workpiece, with the arc surrounded by a bed of granular flux that prevents atmospheric contamination and increases weld pool size.
- Many studies have analyzed the effects of various SAW process parameters like current, voltage, and wire feed rate on weld properties and microstructure of steels. Properties examined include hardness, toughness, bead geometry, and heat-affected zone characteristics.
- Research has optimized SAW parameters using techniques like Taguchi methods and developed mathematical models relating inputs
Influence of process parameters on depth of penetration of welded joint in mi...eSAT Journals
Abstract The effect of various welding process parameters on the weldability of Mild Steel specimens of grade EN-3A having dimensions 150mm× 100mm× 6 mm, welded by metal inert gas welding were investigated. The welding current, arc voltage, welding speed, are chosen as welding parameters. The depth of penetrations were measured for each specimen after the welding operation is done on closed butt joint and the effects of welding speed, current, voltage parameters on depth of penetration were investigated. Index Terms: Mild Steel (EN-3A), metal inert gas welding, welding current, arc voltage and welding speed.
Various Parameter Effects on Friction Stir Welding- A ReviewIRJET Journal
This document reviews the effects of various parameters on friction stir welding. It summarizes research that has studied how welding parameters like rotational speed, travel speed, tool geometry, and plunge depth impact the quality of friction stir welds. The document also reviews studies on double-sided friction stir welding and how parameters like shoulder diameter and plunge depth influence mechanical properties of the welded joints. Overall, the review examines how process parameters can be optimized in friction stir welding to produce welds without defects and with improved mechanical properties.
IRJET- Examination of Hardness Values for Ti-6Al-4V Welded Specimens and Micr...IRJET Journal
This document examines the hardness values and microstructural characterization of welded Ti-6Al-4V specimens. Hardness tests were conducted on different zones of welded specimens with different weld bead shapes. The fusion zone and heat-affected zone showed higher hardness than the base metal. Tensile tests revealed that specimens failed at the weld with a yield strength of 820 MPa and ultimate tensile strength of 890 MPa. Fractured surfaces were analyzed using scanning electron microscopy to understand failure modes. SEM images showed ductile failure with dimples in the base metal and no cracks in the welded region.
A review on Parametric Optimization of Submerged arc welding processIJSRD
Submerged arc welding is preferable more its inherent qualities such as Higher deposition rate, deeper penetration, control of variables, high quality, smooth finish. The bead geometry shows the quality of weld which is depends on input process parameters. The present work gives review of the effect of these Input parameters on weld bead geometry. Selection of process parameters has great influence on the quality of a welded connection. To automate a welding process, which is the present trend in any fabrication industry. It is also important that mathematical models have to be developed to relate the process variables to the weld bead parameters. All the welding processes are used with the aim of getting a welded joint with the desires weld bead geometry and excellent mechanical properties with a efficient quality welded joint at a relatively low cost with high productivity. Optimization designs concentrate on only one or two parameters, but in very more depth to gain a precise understanding of relationships between parameters.
IRJET- Study of Loading Conditions for Three Plate Lap Welded Specimen us...IRJET Journal
The document summarizes several studies that used finite element analysis (FEA) tools like ANSYS to simulate welding processes. It discusses how researchers have used FEA to study the effects of different welding parameters, material properties, and loading conditions. Specifically, it describes studies that used FEA to analyze: (1) residual stresses in butt-welded steel plates and box sections; (2) temperature distribution during laser-arc hybrid welding of aluminum to steel; (3) microstructure formation during explosive welding of aluminum to iron.
An Experimental Study to Predict Optimum Weld Bead Geometry through Effect of...IJMER
International Journal of Modern Engineering Research (IJMER) is Peer reviewed, online Journal. It serves as an international archival forum of scholarly research related to engineering and science education.
International Journal of Modern Engineering Research (IJMER) covers all the fields of engineering and science: Electrical Engineering, Mechanical Engineering, Civil Engineering, Chemical Engineering, Computer Engineering, Agricultural Engineering, Aerospace Engineering, Thermodynamics, Structural Engineering, Control Engineering, Robotics, Mechatronics, Fluid Mechanics, Nanotechnology, Simulators, Web-based Learning, Remote Laboratories, Engineering Design Methods, Education Research, Students' Satisfaction and Motivation, Global Projects, and Assessment…. And many more.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
IRJET- Emphasis of Plate-Thickness and Groove Angle on Distortion for Mild St...IRJET Journal
The document summarizes research into minimizing welding distortion, which is a change in shape that occurs between welded plates before and after welding. The research investigates the effect of plate thickness (6, 7, and 8mm) and groove angle (60, 90, and 120 degrees) on angular distortion in mild steel butt joints welded using manual metal arc welding (MMAW). Mathematical models are developed using response surface methodology to predict transverse and longitudinal shrinkage distortion based on plate thickness and groove angle. Analysis of variance (ANOVA) testing shows that the models accurately predict distortion. The research aims to provide empirical data to better understand different types of welding distortion.
Similar to Effects of welding current and arc voltage on fcaw weld bead geometry (20)
Mechanical properties of hybrid fiber reinforced concrete for pavementseSAT Journals
Abstract
The effect of addition of mono fibers and hybrid fibers on the mechanical properties of concrete mixture is studied in the present
investigation. Steel fibers of 1% and polypropylene fibers 0.036% were added individually to the concrete mixture as mono fibers and
then they were added together to form a hybrid fiber reinforced concrete. Mechanical properties such as compressive, split tensile and
flexural strength were determined. The results show that hybrid fibers improve the compressive strength marginally as compared to
mono fibers. Whereas, hybridization improves split tensile strength and flexural strength noticeably.
Keywords:-Hybridization, mono fibers, steel fiber, polypropylene fiber, Improvement in mechanical properties.
Material management in construction – a case studyeSAT Journals
Abstract
The objective of the present study is to understand about all the problems occurring in the company because of improper application
of material management. In construction project operation, often there is a project cost variance in terms of the material, equipments,
manpower, subcontractor, overhead cost, and general condition. Material is the main component in construction projects. Therefore,
if the material management is not properly managed it will create a project cost variance. Project cost can be controlled by taking
corrective actions towards the cost variance. Therefore a methodology is used to diagnose and evaluate the procurement process
involved in material management and launch a continuous improvement was developed and applied. A thorough study was carried
out along with study of cases, surveys and interviews to professionals involved in this area. As a result, a methodology for diagnosis
and improvement was proposed and tested in selected projects. The results obtained show that the main problem of procurement is
related to schedule delays and lack of specified quality for the project. To prevent this situation it is often necessary to dedicate
important resources like money, personnel, time, etc. To monitor and control the process. A great potential for improvement was
detected if state of the art technologies such as, electronic mail, electronic data interchange (EDI), and analysis were applied to the
procurement process. These helped to eliminate the root causes for many types of problems that were detected.
Managing drought short term strategies in semi arid regions a case studyeSAT Journals
Abstract
Drought management needs multidisciplinary action. Interdisciplinary efforts among the experts in various fields of the droughts
prone areas are helpful to achieve tangible and permanent solution for this recurring problem. The Gulbarga district having the total
area around 16, 240 sq.km, and accounts 8.45 per cent of the Karnataka state area. The district has been situated with latitude 17º 19'
60" North and longitude of 76 º 49' 60" east. The district is situated entirely on the Deccan plateau positioned at a height of 300 to
750 m above MSL. Sub-tropical, semi-arid type is one among the drought prone districts of Karnataka State. The drought
management is very important for a district like Gulbarga. In this paper various short term strategies are discussed to mitigate the
drought condition in the district.
Keywords: Drought, South-West monsoon, Semi-Arid, Rainfall, Strategies etc.
Life cycle cost analysis of overlay for an urban road in bangaloreeSAT Journals
Abstract
Pavements are subjected to severe condition of stresses and weathering effects from the day they are constructed and opened to traffic
mainly due to its fatigue behavior and environmental effects. Therefore, pavement rehabilitation is one of the most important
components of entire road systems. This paper highlights the design of concrete pavement with added mono fibers like polypropylene,
steel and hybrid fibres for a widened portion of existing concrete pavement and various overlay alternatives for an existing
bituminous pavement in an urban road in Bangalore. Along with this, Life cycle cost analyses at these sections are done by Net
Present Value (NPV) method to identify the most feasible option. The results show that though the initial cost of construction of
concrete overlay is high, over a period of time it prove to be better than the bituminous overlay considering the whole life cycle cost.
The economic analysis also indicates that, out of the three fibre options, hybrid reinforced concrete would be economical without
compromising the performance of the pavement.
Keywords: - Fatigue, Life cycle cost analysis, Net Present Value method, Overlay, Rehabilitation
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materialseSAT Journals
Abstract
The issue of growing demand on our nation’s roadways over that past couple of decades, decreasing budgetary funds, and the need to
provide a safe, efficient, and cost effective roadway system has led to a dramatic increase in the need to rehabilitate our existing
pavements and the issue of building sustainable road infrastructure in India. With these emergency of the mentioned needs and this
are today’s burning issue and has become the purpose of the study.
In the present study, the samples of existing bituminous layer materials were collected from NH-48(Devahalli to Hassan) site.The
mixtures were designed by Marshall Method as per Asphalt institute (MS-II) at 20% and 30% Reclaimed Asphalt Pavement (RAP).
RAP material was blended with virgin aggregate such that all specimens tested for the, Dense Bituminous Macadam-II (DBM-II)
gradation as per Ministry of Roads, Transport, and Highways (MoRT&H) and cost analysis were carried out to know the economics.
Laboratory results and analysis showed the use of recycled materials showed significant variability in Marshall Stability, and the
variability increased with the increase in RAP content. The saving can be realized from utilization of recycled materials as per the
methodology, the reduction in the total cost is 19%, 30%, comparing with the virgin mixes.
Keywords: Reclaimed Asphalt Pavement, Marshall Stability, MS-II, Dense Bituminous Macadam-II
Laboratory investigation of expansive soil stabilized with natural inorganic ...eSAT Journals
This document summarizes a study on stabilizing expansive black cotton soil with the natural inorganic stabilizer RBI-81. Laboratory tests were conducted to evaluate the effect of RBI-81 on the soil's engineering properties. The tests showed that with 2% RBI-81 and 28 days of curing, the unconfined compressive strength increased by around 250% and the CBR value improved by approximately 400% compared to the untreated soil. Overall, the study found that RBI-81 effectively improved the strength properties of the black cotton soil and its suitability as a soil stabilizer was supported.
Influence of reinforcement on the behavior of hollow concrete block masonry p...eSAT Journals
Abstract
Reinforced masonry was developed to exploit the strength potential of masonry and to solve its lack of tensile strength. Experimental
and analytical studies have been carried out to investigate the effect of reinforcement on the behavior of hollow concrete block
masonry prisms under compression and to predict ultimate failure compressive strength. In the numerical program, three dimensional
non-linear finite elements (FE) model based on the micro-modeling approach is developed for both unreinforced and reinforced
masonry prisms using ANSYS (14.5). The proposed FE model uses multi-linear stress-strain relationships to model the non-linear
behavior of hollow concrete block, mortar, and grout. Willam-Warnke’s five parameter failure theory has been adopted to model the
failure of masonry materials. The comparison of the numerical and experimental results indicates that the FE models can successfully
capture the highly nonlinear behavior of the physical specimens and accurately predict their strength and failure mechanisms.
Keywords: Structural masonry, Hollow concrete block prism, grout, Compression failure, Finite element method,
Numerical modeling.
Influence of compaction energy on soil stabilized with chemical stabilizereSAT Journals
This document summarizes a study on the influence of compaction energy on soil stabilized with a chemical stabilizer. Laboratory tests were conducted on locally available loamy soil treated with a patented polymer liquid stabilizer and compacted at four different energy levels. The study found that increasing the compaction effort increased the density of both untreated and treated soil, but the rate of increase was lower for stabilized soil. Treating the soil with the stabilizer improved its unconfined compressive strength and resilient modulus, and reduced accumulated plastic strain, with these properties further improved by higher compaction efforts. The stabilized soil exhibited strength and performance benefits compared to the untreated soil.
Geographical information system (gis) for water resources managementeSAT Journals
This document describes a hydrological framework developed in the form of a Hydrologic Information System (HIS) to meet the information needs of various government departments related to water management in a state. The HIS consists of a hydrological database coupled with tools for collecting and analyzing spatial and non-spatial water resources data. It also incorporates a hydrological model to indirectly assess water balance components over space and time. A web-based GIS portal was created to allow users to access and visualize the hydrological data, as well as outputs from the SWAT hydrological model. The framework is intended to facilitate integrated water resources planning and management across different administrative levels.
Forest type mapping of bidar forest division, karnataka using geoinformatics ...eSAT Journals
Abstract
The study demonstrate the potentiality of satellite remote sensing technique for the generation of baseline information on forest types
including tree plantation details in Bidar forest division, Karnataka covering an area of 5814.60Sq.Kms. The Total Area of Bidar
forest division is 5814Sq.Kms analysis of the satellite data in the study area reveals that about 84% of the total area is Covered by
crop land, 1.778% of the area is covered by dry deciduous forest, 1.38 % of mixed plantation, which is very threatening to the
environmental stability of the forest, future plantation site has been mapped. With the use of latest Geo-informatics technology proper
and exact condition of the trees can be observed and necessary precautions can be taken for future plantation works in an appropriate
manner
Keywords:-RS, GIS, GPS, Forest Type, Tree Plantation
Factors influencing compressive strength of geopolymer concreteeSAT Journals
Abstract
To study effects of several factors on the properties of fly ash based geopolymer concrete on the compressive strength and also the
cost comparison with the normal concrete. The test variables were molarities of sodium hydroxide(NaOH) 8M,14M and 16M, ratio of
NaOH to sodium silicate (Na2SiO3) 1, 1.5, 2 and 2.5, alkaline liquid to fly ash ratio 0.35 and 0.40 and replacement of water in
Na2SiO3 solution by 10%, 20% and 30% were used in the present study. The test results indicated that the highest compressive
strength 54 MPa was observed for 16M of NaOH, ratio of NaOH to Na2SiO3 2.5 and alkaline liquid to fly ash ratio of 0.35. Lowest
compressive strength of 27 MPa was observed for 8M of NaOH, ratio of NaOH to Na2SiO3 is 1 and alkaline liquid to fly ash ratio of
0.40. Alkaline liquid to fly ash ratio of 0.35, water replacement of 10% and 30% for 8 and 16 molarity of NaOH and has resulted in
compressive strength of 36 MPa and 20 MPa respectively. Superplasticiser dosage of 2 % by weight of fly ash has given higher
strength in all cases.
Keywords: compressive strength, alkaline liquid, fly ash
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shear reinforcement, the design sheets developed will enable the designer to fix the depth of flat slab during the initial phase of the
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Evaluation of performance of intake tower dam for recent earthquake in indiaeSAT Journals
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Intake towers are typically tall, hollow, reinforced concrete structures and form entrance to reservoir outlet works. A parametric
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Effect of variation of plastic hinge length on the results of non linear anal...eSAT Journals
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Effect of use of recycled materials on indirect tensile strength of asphalt c...eSAT Journals
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pavement (RAP) from NH-4 and crumb rubber modified binder (CRMB-55) was used. Foundry waste was used as a replacement to
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Effects of welding current and arc voltage on fcaw weld bead geometry
1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 09 | September-2015, Available @ http://www.ijret.org 23
EFFECTS OF WELDING CURRENT AND ARC VOLTAGE ON FCAW
WELD BEAD GEOMETRY
Memduh Kurtulmus1
, Ahmet İrfan Yukler2
, Mustafa Kemal Bilici3
, Zarif Catalgol4
1
School of Applied Sciences,Marmara University, Istanbul, Turkey
2
Technology Faculty, Marmara University, Istanbul, Turkey
3
School of Applied Sciences,Marmara Universit, Istanbul, Turkey
4
Technical Education Faculty, Marmara University, Istanbul, Turkey
Abstract
Flux cored arc welding(FCAW) process is characterized with its high deposition rate and productivity. Control of the operating
parameters in FCAW is essential to obtain high production rates and good quality welds. Bead on plate welds were carried out on
mild steel plates to study the influence of welding current and arc voltage on weld bead geometry parameters. The weld bead
coss-sections were metallographically investigated. The effects of these welding parameters were evaluated by measuring
penetration depth, reinforcement height, bead width, wetting angle, electrod deposit area and plate fusion area. The bead cross-
section area and the weld shape factor were calculated from the measured results. The effects of welding parameters on weld
bead geometry have been presented by histograms.
Key Words: Flux cored arc welding, arc welding parameters, weld bead geometry, weld shape factor
--------------------------------------------------------------------***----------------------------------------------------------------------
1. INTRODUCTION
Flux cored arc welding (FCAW) is a fusion welding
achieved by an electric arc produced between a continuous
filler metal electrode and the weld pool [1]. In this method
the filler metal of tubular shape is continuously fed and has
a fluxed core which provides shielding capabilities to the
welding process with or without additional shielding from
an externally supplied protection gas. The core is mainly
formed by slag formers, deoxidizers, arc stabilizers, and
alloying elements. FCAW method have received great
attention from welders and contractors because flux cored
wire have a lot of advantages such as outstanding
productivity, high quality welds, deep penetration, spatter
reduced welding behavior, higher deposition rates, high
welding speed and cost advantages [2]. FCAW may be
applied semi automatically or automatically. The FCAW
process has become a very popular semiautomatic process
for structural steel fabrication [3],shipyard Works [4] and
repairs [5-7]. FCAW is also readily accepted for weld
cladding [8,9].
The profile of a weld bead geometry and its geometry
parameters are schematically shown in Figure 1[10]. Weld
geometry parameters are represented by bead width (W),
height of reinforcement (H), depth of penetration (D),
wetting angle (θ), electrode deposit area (Ad) and plate
fusion area (Am). These parameters are measured on images
of weld beads. The weld bead cross-section area (At) is
calculated by adding the electrode deposit area to the plate
fusion area. Many researchers accepted the ratio of weld
penetration depth to the weld width (D/W) is an important
parameter to describe the weld profile [11-13]. This
parameter is named as weld shape factor [14]. The weld
bead geometry is directly dependent on welding parameters
[15]. The cross-sectional area of the bead detemines the
cooling rate of the weldment [16]. Bead cross-sectional area
[17] and the ratio of penetration depth to weld width [10]
determine the residual stresses and cracking of the
weldment. Due to the above reasons, the quality and
mechanical properties of weldments are dependent on size
and shape of the weld bead [18,19]. Welding parameters
must be optimized in order to obtain a good weld joint with
the required bead geometry and weld quality [20]. There are
also several publications about optimizations of the FCAW
process by weld bead geometry analysis [21-35]. In these
studies especially the effects of FCAW welding current,
welding speed, arc voltage, electrod angle and nozzle to
plate distance were investigated. The effects of these
welding parameters on weld penetration depth, weld width
and weld cross-sectional area were determined.
Fig-1: Geometry parameters of a bead on plate weld 10).
Ad: Electrode deposit area, Am: Plate fusion area, D:
Penetration depth, H: Reinforcement height, W: Bead
width, θ: Wetting angle
In this study the influence of the welding current and the arc
voltage on weld bead geometry were investıgated. These
two welding parameters are very importanat in arc welding
processes. In electric arc welding operations the heat input
2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 09 | September-2015, Available @ http://www.ijret.org 24
per unit length of the weld bead is calculated by equation 1
[36]:
where I = welding current (Amperes), E = arc voltage
(volts), S = welding speed (mm/s) and f = arc efficiency
percentage.
2. EXPERIMENTS
In this investigation, 10 mm thick SAE 1015 steel plates
were used. The plates were sawed into 350x100 mm stripes.
Prior to the welding operations, the surface of stripes were
cleaned with an abrasive wheel. Bead on plate welds were
carried out using a semi automatic Askaynak Magtronik 500
W FCAW welding machine. The speed of the torch was
controlled with a mechanized system and during each
welding operation the welding speed was kept costant at 4
mm/s speed. The welding torch was kept at an inclination
of 80o
to the pull direction. AWS E71T-5 basic filler wire
of diameter 1.2 mm was used in welding. In all the welding
operations the distance between the work piece and the
contact tip was fixed at 19.5 mm. Preheating was not used
in welding operations. CO2 shielding gas flow was kept at
12 lt/min. A 300 mm long weld was produced on each
stripe. Three welds were produced at flat positions. The
welding parameters and calculated heat input energy of the
welds are shown in Table 1. The arc efficiency factor was
accepted as %86 [37] for calculating the heat input.
Table-1: The welding parameters and calculated heat input
energy of the welds.
Test
number
Welding parameters
Welding heat
input energy,
J/mm
Welding
current,
Amper
Arc
voltage,
Volt
1 200 26,5 1140
2 255 26,5 1453
3 255 32,0 1754
After finishing the welding processes, the welds were cut
perpendicular to the welding direction by using a power
hacksaw. A 30 mm long piece from the beginning and the
end of the weld were cut out. The remaining of the weld was
cut into 6 equal specimens. The cut surfaces of the
specimens were polished using 600, 800, 1000 and 1200
grade SiC abrasive papers. Then the specimens were etched
using 8% nital solution to reveal the weld bead size and
shape. The etched sections were scanned to 1000% of the
original size in a scanner and each weld bead was
photographed. The weld bead geometry parameters were
measured by using a planimeter, a ruler and a protactor on
the macrostructure image photograph. We obtained 12
different results for each welding condition. Simple
averages of the results were calculated to determine each
weld bead geometry parameter and the weld shape factor.
3. RESULTS AND DISCUSSIONS
The objective of this study is to find out relationships
between main two FCAW welding parameters (welding
current and arc voltage) and weld bead geometry
parameters. The effects of welding parameters on the weld
bead geometry were obtained from the measurements made
on the weld bead photographs and calculations of some
measured results. Figure 2 shows a typical macroscopic
cross-section of a weld bead. 12 photographs were obtained
for each weld bead. Simple averages of the measured
results were calculated. These results are shown in Table 2.
The bead cross-sectional area and the ratio of penetration
depth to weld width for each weld were also calculated. The
obtained results are given in Table 2. The experimental
results were given in terms of figures for better
explainations of the welding parameter effects. In each
figure there are three results. The first result belongs to the
first weld. The aim of the first weld was to form the basis of
the following comparisons: The second weld represents the
effect of the weld current. The heat input energy difference
between the first weld and the second weld was created by
raising the weld current from 200 Amperes to 255 Amperes
as indicated in Table 1. The third weld represents the effect
of the arc voltage. The heat input energy difference between
the second weld and the third weld was created by raising
the arc voltage from 26.5 volts to 32 volts as indicated in
Table 1. Thus, comparing the three results of a figure will
reveal the welding parameter effect on the weld bead
geometry parameter. For example Chart-1 shows the
relationships between the welding parameters and the weld
penetration depth.
Table-2: Weld geometry parameters of the weld beads.
Test
num
ber
D
m
m
W
mm
D/
W
H
mm
At
mm
2
Am
mm2
Ad
mm2
Angle,
degrees
1 2,1
7
12,5
5
0,1
7
3,58 42,
60
15,7
8
26,8
2
41
2 3,1
5
12,5
7
0,2
5
4,88 64,
06
20,2
6
43,7
9
64
3 3,1
5
16,3
9
0,1
9
3,54 65,
20
26,8
7
38,3
3
37
Fig-2: Typical macrography of a weld bead.
Penetration depth(D), weld width(W) and weld penetration
depth to the weld width (D/W) ratio of the three welds are
shown in Chart-1,2 and 3 respectively. Chart-1 shows that
there is a 45% difference between the first and the second
weld. Raising the weld current resulted with a pronounced
3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 09 | September-2015, Available @ http://www.ijret.org 25
penetration depth increase. There is 313 J/mm heat input
difference between the second weld and the first weld as
shown in Table 1. This energy difference was obtained by
increasing the welding current. This energy difference
produced the distinguished penetration depth difference
between the welds. There is 301 J/mm heat input difference
between the third weld and the second weld as shown in
Table 1. This extra welding energy didn’t cause a
penetration depth increase in the third weld. The results of
Chart-1 indicate that the weld penetration depth is depended
on the welding current and independent of the arc voltage.
The effects of welding parameters on the weld width are
shown in Chart-2. The second weld is a faintly wider than
the first weld. There is a big difference between the third
weld and the second one. The third weld is 30% wider than
the second one. These results point out the important effect
of the arc voltage on the weld width. Chart-3 shows how
the welding parameters affect the weld shape factor (D/W
ratio). The results of Chart-3 were directly produced from
Chart-1 and 2 results. Chart 3 indicates that deep welds are
obtained with high welding current and shallow welds are
produced with high arc voltage.
Chart-1: The effect of the welding heat input on the weld
depth of penetration (D).
Chart-2: The effect of the welding heat input on the weld
bead width (W).
Chart-3: The effect of the welding heat input on the weld
shape factor (D/W ratio).
Chart-4: The effect of the welding heat input on the weld
plate fusion area (Am).
Chart-4,5 and 6 inform how the welding parameters affect
the weld bead area. Chart-4 shows that the plate fusion area
(Am) is direct proportion to the welding heat input energy.
Welding current and arc voltage have similar effects on Am.
Chart-5 instructs us how the welding parameters affect the
electrode deposit area (Ad). The electrode deposit area of
the second weld is very big. The electrode deposit area
increased with the current. Raising the welding current
resulted with a high melted electrode volume and a big Ad.
Chart-5: The effect of the welding heat input on the weld
electrode deposit area(Ad).
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Volume: 04 Issue: 09 | September-2015, Available @ http://www.ijret.org 26
Chart-6: Figure 8. The effect of the welding heat input on
the weld bead cross-section area (At).
The electrode deposit area of the third weld is smaller than
the second one. This result informs that less electrode is
melted with the high arc voltage. It is evident that melting
rate of the electrode decreases with increasing the arc
voltage. Bead cross-section area (At) of the welds are
shown in Chart-6. There is a big increase with the welding
current and a small increase with the arc voltage.
Chart-7 shows the effects of the welding parameters on
height of reinforcement (H). The second weld had a big H
because, the electrode deposit area (Ad) of this weld was
very big as shown in Chart-5 and its weld width didn`t
change a lot with the welding current as shown in Chart-2.
In the third weld the bead width grew 30% (Chart-2) but the
electrode deposit area showed an exiguous growth(Chart-5).
Therefore the height of reinforcement (H) of the third weld
was very small than the second weld. It was even smaller
than the first weld. The size of the weld width and the
reinforcement height determine the wetting angle (θ) of the
weld. The wetting angle increases with the height of
reinforcement and decreases with the weld width.
Therefore, the wetting angle of the second weld was big and
the wetting angle of the third was small as shown in Chart-8.
The welding current density of an electrode increases with
the welding current [2]. In arc welding the heating and the
melting rate of the electrode increases with the welding
current density [38,39]. Melting of an electrode becomes
easier if it is over heated. More electrode metal enters the
liquid weld pool as the electrode melting rate increases [25].
Chart-7: The effect of the welding heat input on the weld
height of reinforcement (H).
The electrode deposit area enlarges with increasing the
welding current [40] as shown in Chart-5. The temperature
of the droplets which are formed at the tip of the electrode
rises with the welding current [41]. The size of the droplets
decreases and their formation frequency increases with the
droplet temperature [10]. The falling velocity of the
droplets also increases with the temperature [42]. The
momentum of the droplets increases with the welding
current which affects the penetration depth. A deeper weld
bead was obtained with the high welding current [10,41].
The second weld which had a higher welding current than
the first one gave a deeper bead as shown in Chart-1. The
electrode deposit area of the second weld was very big
(Chart-5) because, more electrode was melted and more
metal was trasferred to the weld pool. High amount of
metal and hotter metal transfer to the welding pool caused a
high heat input in the workpiece [41]. A higher energy
input enlarged the melting volume of the workpiece. As a
result the plate fusion area (Am) increased as shown in
Chart-4. Although both the electrode deposit area and the
plate fusion area enlarged with the welding current, their
growing rates weren’t equal. Their growing rates could be
be calculated by the results given in Chart-4 and 5. The
growth rate of Am was not as big as the Ad growth rate. The
weld current had a negligible effect on the weld width
(Chart-3). The weld width grew slightly. This slight weld
width grow affected D/W ratio, height of reinforcement (H)
and the wetting angle (θ). D/W ratio of the second weld was
the biggest (Chart-3) [26] because, in this weld the weld
depth increased but the width showed a very small increase.
The big electrode deposit area growth of the second weld
caused a high height of reinforcement (H) (Chart-8) [43,44]
and a high wetting angle (Chart-8) [27].
A raising in the arc voltage increases the heat input of the
weld according to the Equation 1[36]. This increased heat
input has a small effect on the electrode melting rate[10].
There are conflicting results about the effect of the arc
voltage on the electrode melting rate. Gunaraj [45]
identified a minor increase in electrode melting rate but,
Ostsemin [39] stated a decreased melting rate. The
electrode deposite area of the third weld was smaller than
the second weld as shown in Chart-5. This resultant
supported Ostsemin’s results. The arc voltage mainly
controls weld arc geometry [2]. The bottom diameter of the
arc enlarges with the arc voltage [41].
Chart-8: The effect of the welding heat input on the weld
wetting angle (θ).
5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 09 | September-2015, Available @ http://www.ijret.org 27
The enlargement of the arc bottom causes more heating and
melting at the surface of the workpiece [42,46]. Thus, a
wider weld bead was obtained with a high arc voltage [27].
The third weld which has the highest arc voltage gave the
widest weld bead (Chart-2). More heating at the surface of
the workpiece causes more workpiece melting and a big
plate fusion area [10]. The third weld which has the highest
arc voltage gave the biggest plate fusion area as shown in
Chart-4. The increased arc voltage doesn’t change the
droplet formation frequency at the tip of the electrode [41],
droplet temperature [39], droplet falling velocity [41] and
momentum of droplets [41]. Therefore, the penetration
depth of the the third weld didn’t increase with the heat
input (Chart-1). In the third weld the height of
reinforcement(H) was small (Chart-7) because, the bead
width increased and the electrode deposit area decreased
with the arc voltage. The wetting angle was also decreased
(Chart-8) according to the profile of the weld bead [42].
4. CONCLUSIONS
In this article, an experimental study was conducted to
investigate the influence of welding parameters in FCAW
process particularly welding current and arc voltage on weld
bead dimensions. From the above investigations following
conclusions have been drawn:
Melting rate of a FCAW electrode increases with the
welding current and it decreases with the arc voltage.
The plate fusion area depends on the heat input of the
weld.
The height of reinforcement(H), the depth of
penetration(D) and the wetting angle(θ) increase with
the welding current.
The arc voltage increases the weld width.
ACKNOWLEDGEMENT
This work has been supported by the Scientific Research
Project Program of Marmara University.
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