Abstract Helical compression springs are generally synthesized and evaluated by determining the maximum torsional stress, fatigue life, natural frequency, and/or load loss due to stress relaxation. To this end, researchers have developed finite element analysis (FEA) modeling methods to simulate the design performance of helical compression springs. The intent of this paper was to make a useful contribution to the published works for evaluating round wire helical compression springs. Specifically, commercially available FEA software was used to construct a structural model of a helical compression spring to simulate its full range of compression. The proposed FEA modeling methodology considers coil-to-coil contact and the end coils were modeled as rigid surfaces. With 9 mm of compression, the predicted spring rate correlated with the analytically calculated value to within 5%. Keywords: Helical compression spring, machine component design, spring FEA
Empirical relation to estimate the reduction of root fillet stress in spur ge...eSAT Publishing House
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
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
An innovative fea methodology for modeling fastenerseSAT Journals
Abstract Abstract –Researchers have developed finite element analysis (FEA) modeling methods to simulate the mechanical behavior of bolts in bolted joints. The most commonly used FEA bolt modeling methods are the spider and solid bolt models. The spider bolt model uses 1D elements to simulate the bolt’s mechanical behavior. This approach is computationally efficient but does not consider contact at the fastener-joint interface. However, contact at the fastener-joint interface is considered in the solid bolt model which uses 3D finite elements to discretize the geometry of the bolt, which increases the computational expense of the FEA model. In this work, an innovative FEA bolt modeling method is presented that is both computationally efficient and considers the actual geometry of the fasteners. Specifically, commercially available FEA software was used to construct a structural model of a clevis type bracket that was bolted to a rigid wall to simulate bolt pretension and the bracket’s response to an externally applied axial force. Mating surface contact was considered and the actual geometry of the fastener was modeled as force controlled rigid surfaces. The predicted contact stress at the bolt-joint interface, after bolt pretension was simulated, correlated with the analytically calculated surface pressure to within 13.5 %. After the external axial force was applied, the predicted maximum bending stress at the top and bottom of the section of interest correlated with the analytically calculated values to within 5.2 % and 8.8 %, respectively. Further investigation (experimental) is planned to study the contact stress distribution over the mating part contact areas. Keywords: bolted joint, machine component design, bolt FEA
THREE-DIMENSIONAL STUDY FOR THE RELATIVE POSITIONING OF MECHANICAL ELEMENTS I...meijjournal
ABSTRACT
The great evolution of the data-processing tools during the last years allowed for the development of the computer aided design in the field of mechanical structures. Controlling the clearance in joints between parts, is one of the required objectives to provide accurate relative movements and to minimize geometrical errors. For that purpose, a new method of static study allowing for the computation of the equilibrium positions of various elements in spatial mechanisms constituted by parallel joints and subjected to mechanical loadings is proposed. The isostatic study takes into account the presence of the clearance in the mechanism joints. The method is based to the minimization of the potential energy by means of some algorithms of optimization. The results obtained show the effectiveness of the method.
Determination of Stress Concentration factor in Linearly Elastic Structures w...IJERA Editor
Stress concentration is the localization of stress around stress raisers. Sudden changes in the geometry of
structures give rise to stress values that are higher than those obtained by elementary equations of solid
mechanics. Therefore the evaluation of stress state at such locations needs specialized techniques such as Finite
Element Method (FEM).The finite element method is a numerical procedure that can be used to obtain solution
to a large variety of engineering problems such as structural, thermal, heat transfer, electromagnetism and fluid
flow.
In the present investigation, focus has been kept on the finite element modeling and determination of stress
concentration factor (SCF) in linearly elastic structures with different stress-raisers such as circular and elliptical
holes and double semicircular notch at different locations in a finite plate. The results obtained from FEM are
compared with those obtained by analytical relations as given in literature. A commercially available finite
element solver ANSYS has been used for the modeling and analysis in the investigation. Throughout the
investigation, plane82, which is an eight node two-dimensional element is used for the discretization.
SIMULATION OF THE DRILLING PROCESS IN GFRP COMPOSITES USING SYSTEM DYNAMICS A...IAEME Publication
This paper intends to present the System Dynamics (SD) as a novel method to
simulate the thrust force developed during drilling of GFRP composites. Good quality
holes are extremely fundamental so as to accomplish equally good joints amid
creation of components prepared from composite for better execution. Since the
nature of a drilled hole is subject to material properties and machining conditions, it
is important to think about the impacts of these factors on the nature of hole obtained.
In the present work, the machining parameters thickness of the material, drill point
angle, drill size, drill speed and feed rate are selected to evaluate their effect on the
quality of the hole. Past works uncover the fact that the damage caused to the drilled
hole is primarily due to the thrust force. Consequently it is fundamental to limit the
thrust force so as to accomplish better quality of the drilled hole. The SD simulation
model was implemented through a causal loop diagram. A mathematical equation
used in the simulation was developed utilizing the Design of Experiments (DOE)
technique. VENSIM programming was utilized to create and run the SD model. The
SD simulation results were compared with Artificial Neural Networks (ANN) results,
Response Surface Methodoly (RSM) results and the experimental results. A decent
agreement was seen between SD, ANN and RSM results
Empirical relation to estimate the reduction of root fillet stress in spur ge...eSAT Publishing House
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
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
An innovative fea methodology for modeling fastenerseSAT Journals
Abstract Abstract –Researchers have developed finite element analysis (FEA) modeling methods to simulate the mechanical behavior of bolts in bolted joints. The most commonly used FEA bolt modeling methods are the spider and solid bolt models. The spider bolt model uses 1D elements to simulate the bolt’s mechanical behavior. This approach is computationally efficient but does not consider contact at the fastener-joint interface. However, contact at the fastener-joint interface is considered in the solid bolt model which uses 3D finite elements to discretize the geometry of the bolt, which increases the computational expense of the FEA model. In this work, an innovative FEA bolt modeling method is presented that is both computationally efficient and considers the actual geometry of the fasteners. Specifically, commercially available FEA software was used to construct a structural model of a clevis type bracket that was bolted to a rigid wall to simulate bolt pretension and the bracket’s response to an externally applied axial force. Mating surface contact was considered and the actual geometry of the fastener was modeled as force controlled rigid surfaces. The predicted contact stress at the bolt-joint interface, after bolt pretension was simulated, correlated with the analytically calculated surface pressure to within 13.5 %. After the external axial force was applied, the predicted maximum bending stress at the top and bottom of the section of interest correlated with the analytically calculated values to within 5.2 % and 8.8 %, respectively. Further investigation (experimental) is planned to study the contact stress distribution over the mating part contact areas. Keywords: bolted joint, machine component design, bolt FEA
THREE-DIMENSIONAL STUDY FOR THE RELATIVE POSITIONING OF MECHANICAL ELEMENTS I...meijjournal
ABSTRACT
The great evolution of the data-processing tools during the last years allowed for the development of the computer aided design in the field of mechanical structures. Controlling the clearance in joints between parts, is one of the required objectives to provide accurate relative movements and to minimize geometrical errors. For that purpose, a new method of static study allowing for the computation of the equilibrium positions of various elements in spatial mechanisms constituted by parallel joints and subjected to mechanical loadings is proposed. The isostatic study takes into account the presence of the clearance in the mechanism joints. The method is based to the minimization of the potential energy by means of some algorithms of optimization. The results obtained show the effectiveness of the method.
Determination of Stress Concentration factor in Linearly Elastic Structures w...IJERA Editor
Stress concentration is the localization of stress around stress raisers. Sudden changes in the geometry of
structures give rise to stress values that are higher than those obtained by elementary equations of solid
mechanics. Therefore the evaluation of stress state at such locations needs specialized techniques such as Finite
Element Method (FEM).The finite element method is a numerical procedure that can be used to obtain solution
to a large variety of engineering problems such as structural, thermal, heat transfer, electromagnetism and fluid
flow.
In the present investigation, focus has been kept on the finite element modeling and determination of stress
concentration factor (SCF) in linearly elastic structures with different stress-raisers such as circular and elliptical
holes and double semicircular notch at different locations in a finite plate. The results obtained from FEM are
compared with those obtained by analytical relations as given in literature. A commercially available finite
element solver ANSYS has been used for the modeling and analysis in the investigation. Throughout the
investigation, plane82, which is an eight node two-dimensional element is used for the discretization.
SIMULATION OF THE DRILLING PROCESS IN GFRP COMPOSITES USING SYSTEM DYNAMICS A...IAEME Publication
This paper intends to present the System Dynamics (SD) as a novel method to
simulate the thrust force developed during drilling of GFRP composites. Good quality
holes are extremely fundamental so as to accomplish equally good joints amid
creation of components prepared from composite for better execution. Since the
nature of a drilled hole is subject to material properties and machining conditions, it
is important to think about the impacts of these factors on the nature of hole obtained.
In the present work, the machining parameters thickness of the material, drill point
angle, drill size, drill speed and feed rate are selected to evaluate their effect on the
quality of the hole. Past works uncover the fact that the damage caused to the drilled
hole is primarily due to the thrust force. Consequently it is fundamental to limit the
thrust force so as to accomplish better quality of the drilled hole. The SD simulation
model was implemented through a causal loop diagram. A mathematical equation
used in the simulation was developed utilizing the Design of Experiments (DOE)
technique. VENSIM programming was utilized to create and run the SD model. The
SD simulation results were compared with Artificial Neural Networks (ANN) results,
Response Surface Methodoly (RSM) results and the experimental results. A decent
agreement was seen between SD, ANN and RSM results
OPTIMIZATION AND FATIGUE ANALYSISOF A CRANE HOOK USING FINITE ELEMENT METHODijmech
Stress analysis plays an important role in the design of structures like crane hook under loading conditions.
Crane hook is a reliable lifting component being used in industries. Structure failure of crane hook occurs
because of the stress induced due to repetitive loading and unloading conditions. In this study, solid
modeling of crane hook having trapezoidal cross-section referring to one of its existing design is done
using SOLIDWORKS. Further, analyses are carried out in ANSYS Workbench and nCode DesignLife. The
lengths of two parallel sides of the cross-section of crane hook are varied and different candidates are
obtained for loading capacity of 30 ton on the basis of Mass, total Displacement and Von-Mises stress.This
is done to reduce weight and balance economy. Further, out of these candidates, best candidates are
considered and fatigue analysis is performed on these candidates.
Effect of variation of plastic hinge length on the results of non linear anal...eSAT Journals
Abstract The nonlinear Static procedure also well known as pushover analysis is method where in monotonically increasing loads are applied to the structure till the structure is unable to resist any further load. It is a popular tool for seismic performance evaluation of existing and new structures. In literature lot of research has been carried out on conventional pushover analysis and after knowing deficiency efforts have been made to improve it. But actual test results to verify the analytically obtained pushover results are rarely available. It has been found that some amount of variation is always expected to exist in seismic demand prediction of pushover analysis. Initial study is carried out by considering user defined hinge properties and default hinge length. Attempt is being made to assess the variation of pushover analysis results by considering user defined hinge properties and various hinge length formulations available in literature and results compared with experimentally obtained results based on test carried out on a G+2 storied RCC framed structure. For the present study two geometric models viz bare frame and rigid frame model is considered and it is found that the results of pushover analysis are very sensitive to geometric model and hinge length adopted. Keywords: Pushover analysis, Base shear, Displacement, hinge length, moment curvature analysis
Design, Analysis and weight optimization of Crane Hook: A Reviewijsrd.com
Crane hook are highly liable component and are always subjected to failure due to accumulation of large amount of stress which can eventually lead to its failure .In this present work, to study the different design parameter & stress pattern of crane hook in its loaded condition for different cross section, the design and drafting of crane hook will be prepared by using ANSYS 14.5. By finite element analysis, the stress which is to be formed in various cross section are compared with design calculation .The stress concentration factors are used in strength and durability evaluation of structure and machine element. In this work and also we observe the parameter that affects the weight reduction.
Modeling and Analysis of Two Wheeler Connecting Rod by Using AnsysIOSR Journals
Connecting rod is a major link inside of a internal combustion engine. It is the intermediate member
between the piston and the crankshaft. Its primary function is to transmit the push and pull from the piston pin
to the crank pin thus converting the reciprocating motion of piston in to rotary motion of the crank. In this paper
a static analysis is conducted on a connecting rod of a single cylinder 4-stroke petrol engine. The model is
developed using Solid modeling software i.e. PRO/E (creo-parametric). Further finite element analysis is done
to determine the von-misses stresses shear stress and strains for the given loading conditions.
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
This paper presents the life estimation of the diffuser structure. Literature shows that the welds are the source of failure in case of welded structure; hence the estimation of its life is very critical. There are two kinds of methods for life estimation stress life approach and strain life approach which have been validated for simple problems. Stress life approach was identified as appropriate for life estimation of the variable diffuser. There are papers indicating the methodology for life estimation using commercial software for life prediction. Here, Optistruct- Hyper-Works for pre-processing and solver and Hyper-View- Hyper-Works for post processing has been used for the indeterminate structure, complex loading and boundary condition. The mathematical model subjected to the variable pressure contours for a particular Mach No., with the gimbal joint boundary condition at the test section end and the roller support at the other end. In this paper stress and fatigue analysis of the variable diffuser has been carried out and life of the variable diffuser has been estimated.
Analysis of main beam of bridge crane based on ANSYSIJRES Journal
In this paper, the beam of bridge crane is the research object. This paper introduced the main
structure of the bridge crane. Four kinds of work conditions are studied, and a finite condition analysis is
carried out based on ANSYS. According to the actual operating results and theoretical analysis on allowable
bending and allowable stress this paper confirmed that the stiffness safety of beam meets the design
requirements, and provided reliable basis and optimization of crane design.
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
Design Optimization and Analysis of a Steam Turbine Rotor GroovesIOSR Journals
A large variety of turbo-machinery rotor groove geometries are used in industry. However, there is
no specific attempt made to compare them on the basis of performance. This paper provides an attempt to fill
that gap aiming to find an optimum geometry. The main objective of the investigations is to reduce fillet stress
concentration factor and associated deformations. The present work carries out the design modification of fillet
of a Steam Turbine Rotor. Finite Element Analysis is performed using ANSYS Workbench that is used to
determine the fillet stresses effectively to modify the blade rotor grooves. The low pressure steam turbine rotor
blades have usually a history of stress failure. They suffer from tensile and bending stresses partly due to the
centrifugal force as a result of high rotational speeds and partly due to high pressure, temperature and speed
steam loading. The centrifugal force is one of the problems that face the designers of turbine blades especially
the long ones. The designer always aims at reducing these stresses. One way to do so is by the reduction of
stress concentration factor which takes place between the rotor and its groove. That is to make the rotor blade
of variable cross section instead of straight. This paper presents the method of reducing stress concentration
factor as well as reduction in the deformation of the rotor
Parametric study on slender column for flat plate structureeSAT Journals
Abstract This paper deals with effect of slender column on flat plate structure. The column is called slender if the height of is increased for functional purpose. The study is conducted on 18 flat-plate reinforced cement concrete (RCC) structural models. Among these18 models, 54 columns at three different locations (i.e. corner, edge and inner columns) are chosen for study. The models are developed using ETABS Software. Parametric study is performed by considering six different height of column ranging from 3048 mm to 6858 mm, using an increment of 762 mm along with three slab panels of size 4572 mm x 4572 mm, 6096 mm x6096 mm and 7620 mm x 7620 mm with five panels in both ways, considering both gravity and environmental load. The effect of slenderness ratio on load carrying capacity, design load and steel ratio is considered along with this the effect of additional moment due to slender compression member is also taken into account. It is observed that, columns in flat-plate structures are generally very sensitive if they are slender. It is observed that as the column length increases from 5502 mm and further, the steel ratio suddenly increases and it exceeds maximum allowed. As slenderness ratio increases, ratio of design load to the critical buckling load increases. Also resulting in increase of additional moment, decreasing load carrying capacity of column. This forces the design engineer to study effect of different parameter of the structure while designing high rise flat plate structure. Keywords: Flat Plate Structure, ETABS, Slenderness, Environmental load, design load and buckling load.
Contact is the principal method of applying loads between deformable solids,and therefore is present in a wide variety of mechanical components. In addition,contacts usually act as stress concentrations,and are thus probable locations for mechanical failure. Some of the most typical mechanical failures involving contact include:fretting,fretting fatigue,wear,fret ting wear and false brinelling. The contact of UIC - 60 and IRS - T12 rail - wheel has been analyzed by hand calculations to determine contact stresses. A three dimen sional finite element model of both type of rail - wheel contact is developed in ANSYS to compare to the typical hand - calculated s tresses. A vertical force is applied railway wheel & simulates the effects frictional surfaces. The results of the finite element model analysis contained herein are compared to hand calculations. Based on these results,a finite element analysis should be used if a greater level of detail is required for the analysis of the rail - wheel contact.
COMPARATIVE STUDY OF CLASSICAL METHOD AND RELATIVE DEFORMATION COEFFICIENT ...IAEME Publication
The basic function of any structure is to withstand or resist loads with a small and definite deformation. Numerous classical and matrix methods are available for analysis of a indeterminate structure/continuous beam. Methods like Moment distribution and Kani’s method are iterative type and accuracy of results will be obtained through more iterations. Three moment equation ,Slope deflection method, energy method, etc. are based on solution of linear simultaneous equations. Dr .Harshvadan. S. Patel and Dr. Patil introduce Relative Deformation Coefficient method for analysis of continuous beam. Present study intends to compare this Relative Deformation Coefficient method to the results obtained from widely accepted classical methods like Slope Deflection and Moment Distribution method. The results obtained by the Relative Deformation Coefficient Approach are found to be act in accordance with those found out by implementing the classical methods.
OPTIMIZATION AND FATIGUE ANALYSISOF A CRANE HOOK USING FINITE ELEMENT METHODijmech
Stress analysis plays an important role in the design of structures like crane hook under loading conditions.
Crane hook is a reliable lifting component being used in industries. Structure failure of crane hook occurs
because of the stress induced due to repetitive loading and unloading conditions. In this study, solid
modeling of crane hook having trapezoidal cross-section referring to one of its existing design is done
using SOLIDWORKS. Further, analyses are carried out in ANSYS Workbench and nCode DesignLife. The
lengths of two parallel sides of the cross-section of crane hook are varied and different candidates are
obtained for loading capacity of 30 ton on the basis of Mass, total Displacement and Von-Mises stress.This
is done to reduce weight and balance economy. Further, out of these candidates, best candidates are
considered and fatigue analysis is performed on these candidates.
Effect of variation of plastic hinge length on the results of non linear anal...eSAT Journals
Abstract The nonlinear Static procedure also well known as pushover analysis is method where in monotonically increasing loads are applied to the structure till the structure is unable to resist any further load. It is a popular tool for seismic performance evaluation of existing and new structures. In literature lot of research has been carried out on conventional pushover analysis and after knowing deficiency efforts have been made to improve it. But actual test results to verify the analytically obtained pushover results are rarely available. It has been found that some amount of variation is always expected to exist in seismic demand prediction of pushover analysis. Initial study is carried out by considering user defined hinge properties and default hinge length. Attempt is being made to assess the variation of pushover analysis results by considering user defined hinge properties and various hinge length formulations available in literature and results compared with experimentally obtained results based on test carried out on a G+2 storied RCC framed structure. For the present study two geometric models viz bare frame and rigid frame model is considered and it is found that the results of pushover analysis are very sensitive to geometric model and hinge length adopted. Keywords: Pushover analysis, Base shear, Displacement, hinge length, moment curvature analysis
Design, Analysis and weight optimization of Crane Hook: A Reviewijsrd.com
Crane hook are highly liable component and are always subjected to failure due to accumulation of large amount of stress which can eventually lead to its failure .In this present work, to study the different design parameter & stress pattern of crane hook in its loaded condition for different cross section, the design and drafting of crane hook will be prepared by using ANSYS 14.5. By finite element analysis, the stress which is to be formed in various cross section are compared with design calculation .The stress concentration factors are used in strength and durability evaluation of structure and machine element. In this work and also we observe the parameter that affects the weight reduction.
Modeling and Analysis of Two Wheeler Connecting Rod by Using AnsysIOSR Journals
Connecting rod is a major link inside of a internal combustion engine. It is the intermediate member
between the piston and the crankshaft. Its primary function is to transmit the push and pull from the piston pin
to the crank pin thus converting the reciprocating motion of piston in to rotary motion of the crank. In this paper
a static analysis is conducted on a connecting rod of a single cylinder 4-stroke petrol engine. The model is
developed using Solid modeling software i.e. PRO/E (creo-parametric). Further finite element analysis is done
to determine the von-misses stresses shear stress and strains for the given loading conditions.
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
This paper presents the life estimation of the diffuser structure. Literature shows that the welds are the source of failure in case of welded structure; hence the estimation of its life is very critical. There are two kinds of methods for life estimation stress life approach and strain life approach which have been validated for simple problems. Stress life approach was identified as appropriate for life estimation of the variable diffuser. There are papers indicating the methodology for life estimation using commercial software for life prediction. Here, Optistruct- Hyper-Works for pre-processing and solver and Hyper-View- Hyper-Works for post processing has been used for the indeterminate structure, complex loading and boundary condition. The mathematical model subjected to the variable pressure contours for a particular Mach No., with the gimbal joint boundary condition at the test section end and the roller support at the other end. In this paper stress and fatigue analysis of the variable diffuser has been carried out and life of the variable diffuser has been estimated.
Analysis of main beam of bridge crane based on ANSYSIJRES Journal
In this paper, the beam of bridge crane is the research object. This paper introduced the main
structure of the bridge crane. Four kinds of work conditions are studied, and a finite condition analysis is
carried out based on ANSYS. According to the actual operating results and theoretical analysis on allowable
bending and allowable stress this paper confirmed that the stiffness safety of beam meets the design
requirements, and provided reliable basis and optimization of crane design.
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
Design Optimization and Analysis of a Steam Turbine Rotor GroovesIOSR Journals
A large variety of turbo-machinery rotor groove geometries are used in industry. However, there is
no specific attempt made to compare them on the basis of performance. This paper provides an attempt to fill
that gap aiming to find an optimum geometry. The main objective of the investigations is to reduce fillet stress
concentration factor and associated deformations. The present work carries out the design modification of fillet
of a Steam Turbine Rotor. Finite Element Analysis is performed using ANSYS Workbench that is used to
determine the fillet stresses effectively to modify the blade rotor grooves. The low pressure steam turbine rotor
blades have usually a history of stress failure. They suffer from tensile and bending stresses partly due to the
centrifugal force as a result of high rotational speeds and partly due to high pressure, temperature and speed
steam loading. The centrifugal force is one of the problems that face the designers of turbine blades especially
the long ones. The designer always aims at reducing these stresses. One way to do so is by the reduction of
stress concentration factor which takes place between the rotor and its groove. That is to make the rotor blade
of variable cross section instead of straight. This paper presents the method of reducing stress concentration
factor as well as reduction in the deformation of the rotor
Parametric study on slender column for flat plate structureeSAT Journals
Abstract This paper deals with effect of slender column on flat plate structure. The column is called slender if the height of is increased for functional purpose. The study is conducted on 18 flat-plate reinforced cement concrete (RCC) structural models. Among these18 models, 54 columns at three different locations (i.e. corner, edge and inner columns) are chosen for study. The models are developed using ETABS Software. Parametric study is performed by considering six different height of column ranging from 3048 mm to 6858 mm, using an increment of 762 mm along with three slab panels of size 4572 mm x 4572 mm, 6096 mm x6096 mm and 7620 mm x 7620 mm with five panels in both ways, considering both gravity and environmental load. The effect of slenderness ratio on load carrying capacity, design load and steel ratio is considered along with this the effect of additional moment due to slender compression member is also taken into account. It is observed that, columns in flat-plate structures are generally very sensitive if they are slender. It is observed that as the column length increases from 5502 mm and further, the steel ratio suddenly increases and it exceeds maximum allowed. As slenderness ratio increases, ratio of design load to the critical buckling load increases. Also resulting in increase of additional moment, decreasing load carrying capacity of column. This forces the design engineer to study effect of different parameter of the structure while designing high rise flat plate structure. Keywords: Flat Plate Structure, ETABS, Slenderness, Environmental load, design load and buckling load.
Contact is the principal method of applying loads between deformable solids,and therefore is present in a wide variety of mechanical components. In addition,contacts usually act as stress concentrations,and are thus probable locations for mechanical failure. Some of the most typical mechanical failures involving contact include:fretting,fretting fatigue,wear,fret ting wear and false brinelling. The contact of UIC - 60 and IRS - T12 rail - wheel has been analyzed by hand calculations to determine contact stresses. A three dimen sional finite element model of both type of rail - wheel contact is developed in ANSYS to compare to the typical hand - calculated s tresses. A vertical force is applied railway wheel & simulates the effects frictional surfaces. The results of the finite element model analysis contained herein are compared to hand calculations. Based on these results,a finite element analysis should be used if a greater level of detail is required for the analysis of the rail - wheel contact.
COMPARATIVE STUDY OF CLASSICAL METHOD AND RELATIVE DEFORMATION COEFFICIENT ...IAEME Publication
The basic function of any structure is to withstand or resist loads with a small and definite deformation. Numerous classical and matrix methods are available for analysis of a indeterminate structure/continuous beam. Methods like Moment distribution and Kani’s method are iterative type and accuracy of results will be obtained through more iterations. Three moment equation ,Slope deflection method, energy method, etc. are based on solution of linear simultaneous equations. Dr .Harshvadan. S. Patel and Dr. Patil introduce Relative Deformation Coefficient method for analysis of continuous beam. Present study intends to compare this Relative Deformation Coefficient method to the results obtained from widely accepted classical methods like Slope Deflection and Moment Distribution method. The results obtained by the Relative Deformation Coefficient Approach are found to be act in accordance with those found out by implementing the classical methods.
ME 312 Mechanical Machine Design is the flagship course of Mechanical Engineering Department at DHA Suffa University. This course is offered every semester by Dr. Bilal Siddiqui every fall. It is pre-requisite for capstone projects.
Its about the basics of the spring being used in our daily life. Their production, their application usage, covering the major topics in form of bullets. Hope you like it. Comment about it without any hesitation.
Thank you.
ME 313 Mechanical Measurements and Instrumentation is a followup course on ME-312 Machine Design. Design and implementation of measurement systems, signal conditioning and formatting. Dr. Bilal Siddiqui teaches this course every spring at DHA Suffa University.
ME 312 Mechanical Machine Design is the flagship course of the mechanical engineering department at DHA Suffa University. This lecture is about mechanical fasteners and non-permanent joints. The course is offered every fall by Dr. Bilal A. Siddiqui.
Probabilistic Design of Hollow Circular Composite Structure by using Finite E...IJERA Editor
This study represents simulation of hollow circular composite beam by using Monte Carlo method .A three
dimensional static analysis of large displacement type has been carried out. Finite element analysis of hollow
circular composite structure has been carried out and uncertainty in bending stress is analyzed. Bending stress
was objective function. Beam length, beam radius, elastic modulus, shear modulus and Poisson ratio of epoxy
graphite, ply angles of hollow circular section, radius and force are randomly varied within effective range and
their effect on bending stress has been analyzed. In order to validate the results, one loop of simulation is
benchmarked from results in literature. Ultimately, best set of probabilistic design variable is proposed to reduce
bending stress under static loading condition.
Contact Pressure Validation of Steam Turbine Casing for Static Loading ConditionIJMER
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.
Effect of variation of plastic hinge length on the results of non linear anal...eSAT Journals
Abstract The nonlinear Static procedure also well known as pushover analysis is method where in monotonically increasing loads are applied to the structure till the structure is unable to resist any further load. It is a popular tool for seismic performance evaluation of existing and new structures. In literature lot of research has been carried out on conventional pushover analysis and after knowing deficiency efforts have been made to improve it. But actual test results to verify the analytically obtained pushover results are rarely available. It has been found that some amount of variation is always expected to exist in seismic demand prediction of pushover analysis. Initial study is carried out by considering user defined hinge properties and default hinge length. Attempt is being made to assess the variation of pushover analysis results by considering user defined hinge properties and various hinge length formulations available in literature and results compared with experimentally obtained results based on test carried out on a G+2 storied RCC framed structure. For the present study two geometric models viz bare frame and rigid frame model is considered and it is found that the results of pushover analysis are very sensitive to geometric model and hinge length adopted. Keywords: Pushover analysis, Base shear, Displacement, hinge length, moment curvature analysis
Finite Element Based Member Stiffness Evaluation of Axisymmetric Bolted Jointijiert bestjournal
For a reliable design of bolted joints,it is necessary to evaluat e the actual fraction of the external load transmitted through the bolt. The stiffness of the bolt and the me mber of the joint decide the fractions of external load shared by the bolt and the member. Bolt stiffness can be eval uated simply by assuming the load flow to be uniform across the thickness and the deformation is homogeneous. Then,bolt may be modeled as a tension member and the stiffness can be easily evaluated. But,the evalua tion of the member stiffness is difficult because of the heterogeneous deformation. In the present work,joint materials are assumed to be isotropic and homogeneous,and linear elastic axisymmetric finite element ana lysis was performed to evaluate the member stiffness. Uniform displacement and uniform pressure assumptions are employed in idealizing the boundary conditions. Wide ranges of bolt sizes,joint thicknesses,and material properties are considered in the analysis to evaluate characteristic behavior of member stiffness. Empiric al formulas for the member stiffness evaluation are proposed using dimensionless parameters. The results obtained are com pared with the results available in the literature.
Modelling and analysis of single circular grooves made on dry friction clutcheseSAT Journals
Abstract
We all know that clutch is a machine member and is generally used for to engage and disengage the transmission and change the gear it connect the two shafts that is driving shaft to the driven shaft that’s why if there is starting or stop the driven shaft there will be with or without the stopping of the driving shaft. So in this paper we are going to modelling and analyzed the single circular grooves which are made on the friction disc. And also will take the result of the torque transmission capacity which will be produce at the single circular grooves disc. Here we are going to analyze over ansys and will take the model in catiav5.
Modelling and analysis of single circular grooves made on dry friction clutcheseSAT Journals
Abstract
We all know that clutch is a machine member and is generally used for to engage and disengage the transmission and change the gear it connect the two shafts that is driving shaft to the driven shaft that’s why if there is starting or stop the driven shaft there will be with or without the stopping of the driving shaft. So in this paper we are going to modelling and analyzed the single circular grooves which are made on the friction disc. And also will take the result of the torque transmission capacity which will be produce at the single circular grooves disc. Here we are going to analyze over ansys and will take the model in catiav5.
Keywords: Clutch, Single Circular Grooves, Torque, Lining Material Etc.
Numerical Simulation of Knuckle Joint Using Finite Element Method: A New Appr...dbpublications
For the past few decades, there has
been a rapidprogress in the field ofmaterial science
which has resulted in the reduction of cost and
weight of materials. This modified systems
developed by incorporating various advanced and
smarter materialshas led to areduction in number of
accidents andtherefore, the safety has increased,
which again has been an utmost concern for any
industry in modern times.
The present work is an attempt to provide
the readers with a comparative overview in the
context of conventional and advanced materials
focusing on a mechanical joint, i.e. the Knuckle
joint. A Knuckle joint finds its extensive
application for connecting two rods subjected to
normal tensile load and requiring flexibility in its
angular movements. Here, we are suggesting a
modification over theconventionally used material,
such as Aluminium alloythat is widely used for
manufacturing the Knuckle joints.The results
obtained from our study approves that the use of
composite material not only decreases the weight
of the material but it also improves the life of the
component as the composite material shows less
deformation in comparison to the conventional one.
In the present work, CATIA V5R18 has been used
for modellingthe 3D geometry of Knuckle Joint
and ANSYS (Workbench 16.2) is been used for
finite element analysis of the same with
the conventional and composites materials
respectively. Composite analysis is based on Rule
of mixtures.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Studies on factors influencing the behavior of bolted flanged jointseSAT Journals
Abstract This article aims to study the parameters influencing the overall behavior of bolted flanged joints. Three dimensional finite ele-ment analysis has been extensively used to study the performance of bolted joints for eccentric tensile loading. Pretension in the bolt is modeled using ANSYS pretension element (PRETS179) which can be used on solid or line element types. Surface-to-surface contact elements are used to account for the contact pressure at various flange interfaces. The parameters considered for the study are bolt load, contact pressure between flanges and washers, flange opening and strains in the bolt. The effect of prel-oad on various parameters is studied. This paper illustrates the behavior of bolted flanged joints in entirety and brings out the effect of prying action on the bolted flanged joint. Index Terms— Bolt Load , Bolted joint, Contact Elements, Contact Pressure, External load, Pretension, Strains
Effect of elements on linear elastic stress analysiseSAT Journals
Abstract The question of “what type of elements should be used?” never fails to pop up in the minds of analysts when carrying out finite element analysis (FEA). Indeed, the selection of elements from a variety of different types of elements is part and partial of FEA. Initially, only one-dimensional (1D) elements were developed. The introduction of two-dimensional (2D) and three dimensional (3D) elements, which came later, greatly increase the capability of finite element (FE) programs to model and solve complex engineering problems. Not only do these elements provide improvement in accuracy of the results but also brought about new challenges which include evaluation of numerical errors, validity of results, setup and execution time as well as large computer memory capacity. The outcome of the analysis is very much dependent of the type of element chosen. The aim of this paper is to investigate the factors influencing the selection of elements in FEA by considering the effects of different types of elements on the results of FEA. A simple case study of an I-beam subjected to an asymmetric load is carried out by FEA. Three different models of the I-beam were prepared and analyzed separately using 1D elements, 2D elements, and 3D elements. The results of these models were compared with the mathematical model of the I-beam. The FEA results of these models showed good agreement with the theoretical calculation despite the small and negligible errors in the analysis. Since the aim of FEA is an effective and efficient solution to engineering problems, it becomes a necessity to consider factors such as structural shape, desired analysis results, and computer capability while choosing the right element for the analysis. Keywords: Finite Element Analysis (FEA), Modeling, Stress Analysis, and Linear Static Analysis.
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
Probabilistic Design of Helical Coil Spring for Longitudinal Invariance by Us...IJERA Editor
The study represents new approach to design helical coil spring. Response surface modeling and analysis of open coiled helical spring by considering longitudinal and invariance have been carried out. Design parameters are wire diameter, spring diameter, height, number of turns elastic modulus in X and Z direction, poissions ratio, force. Simple equations is proposed which gives value of compressive stress of helical coil spring by carrying out regression analysis. It is observed that force and material property are significant parameters which affect compressive stress because their P value is 1. Relationship among design parameters and compressive stress has been obtained.
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
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.
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
Abstract
Soil stabilization has proven to be one of the oldest techniques to improve the soil properties. Literature review conducted revealed
that uses of natural inorganic stabilizers are found to be one of the best options for soil stabilization. In this regard an attempt has
been made to evaluate the influence of RBI-81 stabilizer on properties of black cotton soil through laboratory investigations. Black
cotton soil with varying percentages of RBI-81 viz., 0, 0.5, 1, 1.5, 2, and 2.5 percent were studied for moisture density relationships
and strength behaviour of soils. Also the effect of curing period was evaluated as literature review clearly emphasized the strength
gain of soils stabilized with RBI-81 over a period of time. The results obtained shows that the unconfined compressive strength of
specimens treated with RBI-81 increased approximately by 250% for a curing period of 28 days as compared to virgin soil. Further
the CBR value improved approximately by 400%. The studies indicated an increasing trend for soil strength behaviour with
increasing percentage of RBI-81 suggesting its potential applications in soil stabilization.
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
Abstract
Increase in traffic along with heavier magnitude of wheel loads cause rapid deterioration in pavements. There is a need to improve
density, strength of soil subgrade and other pavement layers. In this study an attempt is made to improve the properties of locally
available loamy soil using twin approaches viz., i) increasing the compaction of soil and ii) treating the soil with chemical stabilizer.
Laboratory studies are carried out on both untreated and treated soil samples compacted by different compaction efforts. Studies
show that increase in compaction effort results in increase in density of soil. However in soil treated with chemical stabilizer, rate of
increase in density is not significant. The soil treated with chemical stabilizer exhibits improvement in both strength and performance
properties.
Keywords: compaction, density, subgradestabilization, resilient modulus
Geographical information system (gis) for water resources managementeSAT Journals
Abstract
Water resources projects are inherited with overlapping and at times conflicting objectives. These projects are often of varied sizes
ranging from major projects with command areas of millions of hectares to very small projects implemented at the local level. Thus,
in all these projects there is seldom proper coordination which is essential for ensuring collective sustainability.
Integrated watershed development and management is the accepted answer but in turn requires a comprehensive framework that can
enable planning process involving all the stakeholders at different levels and scales is compulsory. Such a unified hydrological
framework is essential to evaluate the cause and effect of all the proposed actions within the drainage basins.
The present paper describes a hydrological framework developed in the form of a Hydrologic Information System (HIS) which is
intended to meet the specific information needs of the various line departments of a typical State connected with water related aspects.
The HIS consist of a hydrologic information database coupled with tools for collating primary and secondary data and tools for
analyzing and visualizing the data and information. The HIS also incorporates hydrological model base for indirect assessment of
various entities of water balance in space and time. The framework would be maintained and updated to reflect fully the most
accurate ground truth data and the infrastructure requirements for planning and management.
Keywords: Hydrological Information System (HIS); WebGIS; Data Model; Web Mapping Services
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
Experimental investigation on circular hollow steel columns in filled with li...eSAT Journals
Abstract
Composite Circular hollow Steel tubes with and without GFRP infill for three different grades of Light weight concrete are tested for
ultimate load capacity and axial shortening , under Cyclic loading. Steel tubes are compared for different lengths, cross sections and
thickness. Specimens were tested separately after adopting Taguchi’s L9 (Latin Squares) Orthogonal array in order to save the initial
experimental cost on number of specimens and experimental duration. Analysis was carried out using ANN (Artificial Neural
Network) technique with the assistance of Mini Tab- a statistical soft tool. Comparison for predicted, experimental & ANN output is
obtained from linear regression plots. From this research study, it can be concluded that *Cross sectional area of steel tube has most
significant effect on ultimate load carrying capacity, *as length of steel tube increased- load carrying capacity decreased & *ANN
modeling predicted acceptable results. Thus ANN tool can be utilized for predicting ultimate load carrying capacity for composite
columns.
Keywords: Light weight concrete, GFRP, Artificial Neural Network, Linear Regression, Back propagation, orthogonal
Array, Latin Squares
Experimental behavior of circular hsscfrc filled steel tubular columns under ...eSAT Journals
Abstract
This paper presents an outlook on experimental behavior and a comparison with predicted formula on the behaviour of circular
concentrically loaded self-consolidating fibre reinforced concrete filled steel tube columns (HSSCFRC). Forty-five specimens were
tested. The main parameters varied in the tests are: (1) percentage of fiber (2) tube diameter or width to wall thickness ratio (D/t
from 15 to 25) (3) L/d ratio from 2.97 to 7.04 the results from these predictions were compared with the experimental data. The
experimental results) were also validated in this study.
Keywords: Self-compacting concrete; Concrete-filled steel tube; axial load behavior; Ultimate capacity.
Evaluation of punching shear in flat slabseSAT Journals
Abstract
Flat-slab construction has been widely used in construction today because of many advantages that it offers. The basic philosophy in
the design of flat slab is to consider only gravity forces; this method ignores the effect of punching shear due to unbalanced moments
at the slab column junction which is critical. An attempt has been made to generate generalized design sheets which accounts both
punching shear due to gravity loads and unbalanced moments for cases (a) interior column; (b) edge column (bending perpendicular
to shorter edge); (c) edge column (bending parallel to shorter edge); (d) corner column. These design sheets are prepared as per
codal provisions of IS 456-2000. These design sheets will be helpful in calculating the shear reinforcement to be provided at the
critical section which is ignored in many design offices. Apart from its usefulness in evaluating punching shear and the necessary
shear reinforcement, the design sheets developed will enable the designer to fix the depth of flat slab during the initial phase of the
design.
Keywords: Flat slabs, punching shear, unbalanced moment.
Evaluation of performance of intake tower dam for recent earthquake in indiaeSAT Journals
Abstract
Intake towers are typically tall, hollow, reinforced concrete structures and form entrance to reservoir outlet works. A parametric
study on dynamic behavior of circular cylindrical towers can be carried out to study the effect of depth of submergence, wall thickness
and slenderness ratio, and also effect on tower considering dynamic analysis for time history function of different soil condition and
by Goyal and Chopra accounting interaction effects of added hydrodynamic mass of surrounding and inside water in intake tower of
dam
Key words: Hydrodynamic mass, Depth of submergence, Reservoir, Time history analysis,
Evaluation of operational efficiency of urban road network using travel time ...eSAT Journals
Abstract
Efficiency of the road network system is analyzed by travel time reliability measures. The study overlooks on an important measure of
travel time reliability and prioritizing Tiruchirappalli road network. Traffic volume and travel time were collected using license plate
matching method. Travel time measures were estimated from average travel time and 95th travel time. Effect of non-motorized vehicle
on efficiency of road system was evaluated. Relation between buffer time index and traffic volume was created. Travel time model has
been developed and travel time measure was validated. Then service quality of road sections in network were graded based on
travel time reliability measures.
Keywords: Buffer Time Index (BTI); Average Travel Time (ATT); Travel Time Reliability (TTR); Buffer Time (BT).
Estimation of surface runoff in nallur amanikere watershed using scs cn methodeSAT Journals
Abstract
The development of watershed aims at productive utilization of all the available natural resources in the entire area extending from
ridge line to stream outlet. The per capita availability of land for cultivation has been decreasing over the years. Therefore, water and
the related land resources must be developed, utilized and managed in an integrated and comprehensive manner. Remote sensing and
GIS techniques are being increasingly used for planning, management and development of natural resources. The study area, Nallur
Amanikere watershed geographically lies between 110 38’ and 110 52’ N latitude and 760 30’ and 760 50’ E longitude with an area of
415.68 Sq. km. The thematic layers such as land use/land cover and soil maps were derived from remotely sensed data and overlayed
through ArcGIS software to assign the curve number on polygon wise. The daily rainfall data of six rain gauge stations in and around
the watershed (2001-2011) was used to estimate the daily runoff from the watershed using Soil Conservation Service - Curve Number
(SCS-CN) method. The runoff estimated from the SCS-CN model was then used to know the variation of runoff potential with different
land use/land cover and with different soil conditions.
Keywords: Watershed, Nallur watershed, Surface runoff, Rainfall-Runoff, SCS-CN, Remote Sensing, GIS.
Estimation of morphometric parameters and runoff using rs & gis techniqueseSAT Journals
Abstract
Land and water are the two vital natural resources, the optimal management of these resources with minimum adverse environmental
impact are essential not only for sustainable development but also for human survival. Satellite remote sensing with geographic
information system has a pragmatic approach to map and generate spatial input layers of predicting response behavior and yield of
watershed. Hence, in the present study an attempt has been made to understand the hydrological process of the catchment at the
watershed level by drawing the inferences from moprhometric analysis and runoff. The study area chosen for the present study is
Yagachi catchment situated in Chickamaglur and Hassan district lies geographically at a longitude 75⁰52’08.77”E and
13⁰10’50.77”N latitude. It covers an area of 559.493 Sq.km. Morphometric analysis is carried out to estimate morphometric
parameters at Micro-watershed to understand the hydrological response of the catchment at the Micro-watershed level. Daily runoff
is estimated using USDA SCS curve number model for a period of 10 years from 2001 to 2010. The rainfall runoff relationship of the
study shows there is a positive correlation.
Keywords: morphometric analysis, runoff, remote sensing and GIS, SCS - method
-
Effect of use of recycled materials on indirect tensile strength of asphalt c...eSAT Journals
Abstract
Depletion of natural resources and aggregate quarries for the road construction is a serious problem to procure materials. Hence
recycling or reuse of material is beneficial. On emphasizing development in sustainable construction in the present era, recycling of
asphalt pavements is one of the effective and proven rehabilitation processes. For the laboratory investigations reclaimed asphalt
pavement (RAP) from NH-4 and crumb rubber modified binder (CRMB-55) was used. Foundry waste was used as a replacement to
conventional filler. Laboratory tests were conducted on asphalt concrete mixes with 30, 40, 50, and 60 percent replacement with RAP.
These test results were compared with conventional mixes and asphalt concrete mixes with complete binder extracted RAP
aggregates. Mix design was carried out by Marshall Method. The Marshall Tests indicated highest stability values for asphalt
concrete (AC) mixes with 60% RAP. The optimum binder content (OBC) decreased with increased in RAP in AC mixes. The Indirect
Tensile Strength (ITS) for AC mixes with RAP also was found to be higher when compared to conventional AC mixes at 300C.
Keywords: Reclaimed asphalt pavement, Foundry waste, Recycling, Marshall Stability, Indirect tensile strength.
Effect of skew angle on static behaviour of reinforced concrete slab bridge d...eSAT Journals
Abstract
The effect of a skew angle on single-span reinforced concrete bridges is analyzed using the finite-element method and the results are
presented in this paper. Investigations are carried out on RC slab bridge decks with and without edge beams to study the influence of
aspect ratio, skew angle and type of load. The finite-element analysis results for skewed bridges are compared to the reference
straight bridges for dead load, IRC Class A loading and IRC 70R loading for with and without edge beam. A total of 90 bridge models
are analyzed. The variation of maximum deflection, maximum longitudinal sagging bending moment, maximum torsional moment, and
maximum support reaction with skew angle is studied for all 90 bridge deck models. The FEA results of Dead load and Live load
bending moments and deflections decreases with increase in skew angle, where as maximum support reactions increases with increase
in skew angle and the maximum torsional moment increases with skew angle up to 45 degrees and there after decreases. The benefit
of providing edge beam is reflected in significant decrease in deflection, longitudinal bending moment and torsional moment.
Keywords: Bridges, skew angle; Concrete slabs; Finite element method; span length; dead load; IRC Class A loading
and IRC Class 70R loading.
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Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
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Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
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introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
A computational approach for evaluating helical compression springs
1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 03 Issue: 12 | Dec-2014, Available @ http://www.ijret.org 224
A COMPUTATIONAL APPROACH FOR EVALUATING HELICAL
COMPRESSION SPRINGS
MacArthur L. Stewart1
1
Assistant Professor, Mechanical Engineering Technology Department, Eastern Michigan University, MI, USA
Abstract
Helical compression springs are generally synthesized and evaluated by determining the maximum torsional stress, fatigue life,
natural frequency, and/or load loss due to stress relaxation. To this end, researchers have developed finite element analysis (FEA)
modeling methods to simulate the design performance of helical compression springs. The intent of this paper was to make a
useful contribution to the published works for evaluating round wire helical compression springs. Specifically, commercially
available FEA software was used to construct a structural model of a helical compression spring to simulate its full range of
compression. The proposed FEA modeling methodology considers coil-to-coil contact and the end coils were modeled as rigid
surfaces. With 9 mm of compression, the predicted spring rate correlated with the analytically calculated value to within 5%.
Keywords: Helical compression spring, machine component design, spring FEA
-------------------------------------------------------------------***--------------------------------------------------------------------
1. INTRODUCTION
A helical compression spring is a common machine
component that is used to exert a specific force at a specified
height. Fig -1 shows the dimensional values that are used to
define the geometry of a helical compression spring [1].
Note the diameter is defined as the mean of the inner and
outer diameters, I.D. and O.D., respectively. The spring
index C = D/d is a useful parameter for assessing
manufacturability (ability to coil the spring) [1].
In general, helical compression spring design decisions are
driven by the maximum torsional stress, fatigue life, natural
frequency, and/or load loss due to stress relaxation (typical
engineering design evaluation quantities). Because of this,
efficient methods are needed to synthesize and evaluate
potential spring design concepts.
There are 3 approaches for evaluating helical compression
springs. 1) Experimental design evaluations has provided
and continues to provide insight into the performance of
potential spring design problem solutions. However, this
approach may be difficult to execute in some cases. The area
to be evaluated may not be accessible and/or the measuring
equipment may interfere with the deflection of the spring. 2)
For simple models, analytical equations may be considered.
Analytical equations provide detailed knowledge of
engineering quantities, i.e. stress distribution. 3) Besides
experimental methods, complex spring models can be
evaluated using numerical analysis methods. Particularly,
finite deformation and boundary interaction effects can be
estimated. But, the accuracy of a numerical model depends
on the discretization strategy, material properties, and
application of boundary conditions. Depending on the
complexity of the model, solution times can also be long.
Fig -1: Dimensions of a helical compression spring
Researchers have proposed finite element analysis (FEA)
modeling methods to predict the engineering design
performance of helical compression springs. Investigators
have developed linear FEA models to predict the maximum
stress developed in helical compression springs used in the
horn of two-wheel vehicles [2], [3]. Their FEA modeling
methodologies correlated with analytical evaluations in the
low load regime.
Scholars have also developed FEA models of helical
compression springs applicable to vehicle suspension
systems [4], [5]. The aim of these researchers was to replace
steel with a viable composite material. Their results showed
that the composite material resulted in a reduction in stress
and weight, but an increase in displacement. Zhu et. al. [6]
built a 2D FEA model to simulate contact between the end
and first active coils using plane strain theory. The objective
of their work was to determine the root cause of an
2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 03 Issue: 12 | Dec-2014, Available @ http://www.ijret.org 225
automotive suspension spring fatigue failure. Along with
experimental results, their FEA model indicated stress
singularities at the edges of the contact zone which was
concluded to be the cause of the fatigue failure.
In addition to discretizing helical compression spring
geometry with tetrahedral and hexahedral elements,
researchers have considered beam elements [7]. They used
beam elements to increase computational efficiency.
The objective of this research was to make a useful
contribution to the published works for synthesizing and
evaluating helical compression springs. Specifically, this
paper investigated the efficacy of modeling the end coils of
a helical compression spring as rigid surfaces and using a
contact algorithm to simulate coil-to-coil contact. The
following assumptions were considered in this study:
The spring was manufactured from steel, E = 207
GPa and = 0.3
The spring was free from material and
manufacturing defects
The loading frequency was not aligned with the
spring’s natural frequency
The spring solid height could be calculated from the
number of active coils Na, wire diameter d, and the
spring end conditions
The major contributions to the published literature from this
research include:
A innovative methodology for constructing a virtual
prototype of a helical compression spring
A computationally efficient FEA modeling
methodology that includes coil-to-coil contact
2. HELICAL COMPRESSION SPRING
ANALYTICAL EQUATIONS
Fig -2 shows a section of a round wire helical compression
spring [8]. From these internal loads, analytical equations
defining the shear stress at the inner coil of the spring max
and the spring rate k can be derived. A round wire helical
compression spring can be thought of as a curved torsion
bar. The shear stress is derived by considering the torsional
stress that is developed in a straight bar and using the Wahl
factor to account for the transverse shear force F and the
effects of curvature [8]. So, the torsional shear stress in a bar
subjected to a twisting moment T is
τ =
Tr
J
, (1)
where J is the polar moment of inertia J
π
32
D4
and r
d
2
is
the radius of the cross sectional area. Substituting J and r
into equation (1) gives
τ =
16T
πd3
=
8FD
πd3
. (2)
The wall factor is defined by
4C − 1
4C − 4
+
0.615
C
. (3)
For static loading, the first term in equation (3) which
accounts for the effects of curvature may be ignored [8].
The product of equations (2) and (3) gives the resultant
shear stress that acts at the inner diameter of a round wire
helical compression spring,
τmax =
8FD
πd3
4C − 1
4C − 4
+
0.615
C
. (4)
By considering Castigliano’s method and assuming that the
transverse shear force F has a minimal effect on deflection,
the spring rate is
k =
P
F
=
Gd4
8D3Na
. (5)
G and Na are the shear modulus of elasticity and the number
of active coils, respectively.
Fig -2: Section of round wire helical compression spring
3. HELICAL COMPRESSION SPRING FEA
MODEL
In this work, two commercially available computer software
programs were used as the primary research tools. 1)
HyperMesh [9] was used to discretize the computational
domain. HyperMesh is a FEA pre-processor, Altair
Engineering, Inc. 2) Except for meshing, the FEA model
was constructed and processed using MARC/Mentat which
is a multi-purpose nonlinear FEA software package, MSC
Software Corporation [10].
Fig -3 gives a general overview on how the proposed FEA
model was constructed. This section contains a detailed
description of the proposed FEA modeling methodology.
Section 3 is organized into 5 subsections: 1) CAD data, 2)
geometry discretization, 3) material properties, 4) boundary
conditions, and 5) numerical solution methods.
3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 03 Issue: 12 | Dec-2014, Available @ http://www.ijret.org 226
Fig -3: Overview of the proposed FEA modeling
methodology
3.1 CAD Data
The proposed FEA modeling methodology was
demonstrated on a helical compression spring with the
following dimensions:
Free length, L = 30 mm
Wire diameter, d = 3 mm
Outer diameter, OD = 14 mm
Number of active coils, Na = 7
Open and ground end coils
The CAD data is shown in Fig -4.
Fig -4: CAD data of the helical compression spring that was
used in this study
3.2 Geometry Discretization
The CAD data that represented the geometry of the helical
compression spring was first imported into HyperMesh.
11,296 linear hexahedral elements were used to discretize
the active coil portion of the spring geometry, Fig -5.
Surfaces that represented the spring supports were integrated
into the end coil surfaces. Glue type contact elements were
used to create the interface between the end coil surfaces
and the active coil solid mesh.
Fig -5: Helical compression spring FEA model: hexahedral
FEA mesh representation of the active coils, glue contact
elements were used to attach the end coil surfaces to the FE
mesh (left); integrated end coil and spring support surfaces
(right)
3.3 Material Properties
Similar to previous investigators [7], a linear constitutive
relationship was assumed for this study. In other words,
Hooke’s Law was applicable. As previously stated, the
spring was assumed to be fabricated from steel with the
following properties: E = 207 GPa, and = 0.3.From the
elastic modulus of elasticity E and assuming a value of 0.3
for poisson’s ratio , the shear modulusof elasticity G was
calculated from
G =
E
2 1 + υ
. (6)
3.4 Boundary Conditions
The spring support surfaces were used to compress the
spring FEA model from the free height to the solid height.
To simulate coil contact during deformation, touching type
contact elements were used to model boundary non-
linearity. Coulomb’s friction model was used to account for
coil friction. A value of 0.6 was considered for the
coefficient of friction , steel on steel.
3.5 Numerical Solution Methods
The numerical methods that were used to simulate spring
compression are summarized here:
Element Type: 11,296 1st
order hexahedral
elements
4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 03 Issue: 12 | Dec-2014, Available @ http://www.ijret.org 227
Contact: touching contact, interface between the
spring coils; glue contact, interface between the end
coil surfaces and the active coil mesh
Boundary Conditions: Rigid surfaces,
displacement controlled
Dynamic Effects: none (quasi static)
Solution Control: Large displacement, Lagrangian,
New-Raphson
Stepping Procedure: Constant time step
Convergence Criteria: Relative residual force
magnitude, criteria ≤ 0.1
4. RESULTS
After constructing the FEA model, spring compression was
simulated by displacing the top integrated end coil/spring
support surfaces. The bottom end coil/spring support
surfaces remained stationary. In this section, the results of
the simulation are presented. This section is organized into 2
subsections: 1) spring rate comparison, and 2) shear stress
contour plots.
Fig -6: Predicted load vs deflection curve
4.1 Spring Rate Comparison
The spring rate curve was determined by calculating the reaction force (on the top spring support surface) at each displacement
increment. Fig -6 shows the predicted spring load versus displacement curve. For the spring geometry used in this study, the
available spring deflection is 9 mm. Since the end coils of the spring were ground and flat, the expected deflection response would
consist of a linear region within the deflection range of 10% – 90% of the available spring deflection.
The spring rate in the linear region of Fig -6 is 95.4 N/mm. In comparison, the analytically calculated spring rate k was 91.3
N/mm. The relative error between the analytically calculated value and the FEA model prediction was 4.3%.
5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 03 Issue: 12 | Dec-2014, Available @ http://www.ijret.org 228
Fig -7: Shear stress contour plots
4.2 Shear Stress Contour Plots
Shear stress contour plots are shown in Fig -7. The contour
plots at the top, middle, and bottom of Fig -7 represent the
predicted shear stress at compression values of 1.8, 6.3, and
9 mm from the free height, respectively. Recall that the
maximum spring deflection is 9 mm.
The predicted maximum shear stress at 20% of the total
deflection (1.8 mm) was 298 MPa and the analytically
computed value was 247 MPa. The resulting relative error
was 17.1%. At 70% of the available deflection (6.3 mm),
the predicted maximum shear stress was 1035 MPa. The
analytically computed value was 864.5 MPa, 16.5 % relative
error. Note that the predicted maximum shear stress values
were conservative.
Referring to the bottom contour plot in Fig -7, the predicted
maximum shear stress when the spring was compressed to
the solid height was 1451 MPa. Since the spring rate
equation was derived assuming a linear relationship between
the spring load and deflection and the fact that the degree of
linearity is dependent on the conditions of the inactive coils,
the accuracy of the predicted shear stress at the solid height
should be based on an experimental evaluation. An
experimental correlation study will be the topic of a future
investigation.
5. DISCUSSION
Machine component design engineers could use the
proposed CAE methodology to design and evaluate helical
compression springs outside of the applicable range of
analytical equations. For example, this method may be used
to evaluate helical springs with complex geometries such as
variable rate springs. In addition, it can be used to design
helical compression springs to operate up to their solid
height. This would optimize the use of material, thus
reducing material cost and weight. Besides design
evaluations, the proposed methodology may be used to
support spring failure analysis.
6. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 03 Issue: 12 | Dec-2014, Available @ http://www.ijret.org 229
6. CONCLUSION
In conclusion, this research made two points. 1) A
computationally efficient and accurate FEA model of a
helical compression spring can be constructed that includes
end coil effects and coil-to-coil contact. The FE mesh
contained 11,296 hexahedral elements. The predicted spring
rate was within 5% of the analytically calculated value. 2)
The end coils can be modeled as rigid surfaces. Glue type
contact elements was an enabler for attaching rigid surface
representations of the end coils to the FE mesh
representation of the active coils. In future work,
experimental methods will be used to study the efficacy of
the proposed FEA modeling methodology for predicting
nonlinear engineering quantities, i.e. plastic deformation,
stress relaxation, and impact loads.
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