a study conducted in the topic of crack propagation and life expectancy, falling under the spectrum of fracture mechanics. the study also includes a correlational example of crack on a railway track.
This paper addresses the fracture toughness ( ), or also known as critical stress intensity Factor, according to
conditions of Lineal Elastic Fracture Mechanics (LEFM). The characterization of the mechanical properties in
tensile and fracture toughness of structural steel pipes API-5L used in hydrocarbons transportation was
performed. For fracture toughness, the material was tested through fatigue crack propagation on standardized
compact specimen (CT) according to ASTM E-399 norm. A thickness (B) equal to and a crack size (a) equal
to 0.5w were used. With the porpoise of establishing the adequate conditions at the crack tip, the specimens were
subjected to fatigue pre-cracking by application of repeated cycles of load in tensile-tensile and constant load
amplitude with a load ratio of R = 0.1. The experimental Compliance method was used based on data obtained
from load vs. Crack Mouth Opening Displacement (CMOD). The results show a Stress Intensity factor of 35.88
MPa√m for a 25 mm crack size specimen. The device used for testing is a MTS-810 machine with capacity of
100KN and 6 kHz sampling rate, which meets the conditions of the ASTM E-399 standard. The cracking
susceptibility of steel is influenced by the size, morphology and distribution of non-metallic inclusions,
thermochemical interaction with the environment and microstructure.
This document describes an experiment to determine the deflection and bending stress of a cantilever beam. A cantilever beam is clamped at one end and free at the other. Deflection measurements are taken at the free end as loads are applied. The deflection values are used to calculate the beam's Young's modulus and bending strength based on equations that relate deflection to the beam's properties and loading. Proper measurement techniques and safety precautions are outlined to ensure accurate results. The experiment is designed to analyze beam behavior under bending loads.
Modelling the seismic response of an unreinforced masonry structureWilco van der Mersch
The document describes a finite element analysis of an unreinforced masonry structure conducted as part of a master's thesis. The structure analyzed is based on a two-story terraced house tested as part of the ESECMaSE project. A finite element model is developed using solid elements and a smeared crack model. Eigenvalue and pushover analyses are carried out to model the structure's modal parameters and seismic response. The results are compared to the experimental tests to validate the model. Key findings include the model reasonably approximating the structure's mode shapes and frequencies, and the cyclic pushover analysis best matching the load-displacement response observed in the pseudo-dynamic test.
But recently due to use of high grade of concrete and better quality control in the RCC structures, confinements in the joints as per the new provision of codes leading us to the problem of the congestion. It has been observed at many construction sites that this congestion leads to poor workmanship at the joints, which actually making the joint more vulnerable than previous. Researcher has been working on this area to counter act by Increasing the size of the joints, Using the steel fiber in the joints, Using GRFP to wrap the joints, Prestressing the beam including the joint, Using of the crossed rebar at the joint cores. Due to prestressing of joint through the beam has not been so effective and economical, the present paper come up with the direct way of prestessing the joints. This paper tries to combine the benefits of the crossed rebar and prestressing in the joints together. Mohammad Mustafa"Beam and Column Joint Exterior Behavior" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-3 , April 2018, URL: http://www.ijtsrd.com/papers/ijtsrd11660.pdf http://www.ijtsrd.com/engineering/civil-engineering/11660/beam-and-column-joint-exterior-behavior/mohammad-mustafa
Finite element method in solving civil engineering problemSaniul Mahi
The applications of Finite Element Method in solving Civil Engineering problem and the merits of using a finite element procedure over the other methods.
This lab report summarizes a compression test experiment conducted to determine the mechanical properties of a metal alloy sample. The experiment involved compressing the sample between two plates using a universal testing machine while measuring stress and strain. The results showed the stress-strain curve for the material and identified its maximum compression strength. The objective was to learn how materials behave under compressive loads and determine properties like elastic modulus, yield point, and ultimate strength.
This lab report summarizes a compression test experiment conducted to determine the mechanical properties of a metal alloy sample. The experiment involved compressing the sample between two plates using a universal testing machine while measuring stress and strain. The results showed the stress-strain curve for the material and identified its maximum compression strength. The objective was to learn how materials behave under compressive loads and determine properties like elastic modulus, yield point, and ultimate strength.
This study compares experimental and finite element analysis results for stress analysis. Strain gauges were placed on test materials (a beam and contacting blocks) at locations corresponding to finite element mesh nodes. Testing involved applying loads and measuring strain. Results showed good agreement between experimental and numerical analyses for the linear beam problem. For the nonlinear contacting blocks problem, close placement of strain gauges was important due to high stress gradients at contact points. Small gauge placement errors could cause up to 10% difference in strain measurements. The approach demonstrated that matching strain gauge locations to finite element meshes facilitated accurate validation of numerical models.
This paper addresses the fracture toughness ( ), or also known as critical stress intensity Factor, according to
conditions of Lineal Elastic Fracture Mechanics (LEFM). The characterization of the mechanical properties in
tensile and fracture toughness of structural steel pipes API-5L used in hydrocarbons transportation was
performed. For fracture toughness, the material was tested through fatigue crack propagation on standardized
compact specimen (CT) according to ASTM E-399 norm. A thickness (B) equal to and a crack size (a) equal
to 0.5w were used. With the porpoise of establishing the adequate conditions at the crack tip, the specimens were
subjected to fatigue pre-cracking by application of repeated cycles of load in tensile-tensile and constant load
amplitude with a load ratio of R = 0.1. The experimental Compliance method was used based on data obtained
from load vs. Crack Mouth Opening Displacement (CMOD). The results show a Stress Intensity factor of 35.88
MPa√m for a 25 mm crack size specimen. The device used for testing is a MTS-810 machine with capacity of
100KN and 6 kHz sampling rate, which meets the conditions of the ASTM E-399 standard. The cracking
susceptibility of steel is influenced by the size, morphology and distribution of non-metallic inclusions,
thermochemical interaction with the environment and microstructure.
This document describes an experiment to determine the deflection and bending stress of a cantilever beam. A cantilever beam is clamped at one end and free at the other. Deflection measurements are taken at the free end as loads are applied. The deflection values are used to calculate the beam's Young's modulus and bending strength based on equations that relate deflection to the beam's properties and loading. Proper measurement techniques and safety precautions are outlined to ensure accurate results. The experiment is designed to analyze beam behavior under bending loads.
Modelling the seismic response of an unreinforced masonry structureWilco van der Mersch
The document describes a finite element analysis of an unreinforced masonry structure conducted as part of a master's thesis. The structure analyzed is based on a two-story terraced house tested as part of the ESECMaSE project. A finite element model is developed using solid elements and a smeared crack model. Eigenvalue and pushover analyses are carried out to model the structure's modal parameters and seismic response. The results are compared to the experimental tests to validate the model. Key findings include the model reasonably approximating the structure's mode shapes and frequencies, and the cyclic pushover analysis best matching the load-displacement response observed in the pseudo-dynamic test.
But recently due to use of high grade of concrete and better quality control in the RCC structures, confinements in the joints as per the new provision of codes leading us to the problem of the congestion. It has been observed at many construction sites that this congestion leads to poor workmanship at the joints, which actually making the joint more vulnerable than previous. Researcher has been working on this area to counter act by Increasing the size of the joints, Using the steel fiber in the joints, Using GRFP to wrap the joints, Prestressing the beam including the joint, Using of the crossed rebar at the joint cores. Due to prestressing of joint through the beam has not been so effective and economical, the present paper come up with the direct way of prestessing the joints. This paper tries to combine the benefits of the crossed rebar and prestressing in the joints together. Mohammad Mustafa"Beam and Column Joint Exterior Behavior" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-3 , April 2018, URL: http://www.ijtsrd.com/papers/ijtsrd11660.pdf http://www.ijtsrd.com/engineering/civil-engineering/11660/beam-and-column-joint-exterior-behavior/mohammad-mustafa
Finite element method in solving civil engineering problemSaniul Mahi
The applications of Finite Element Method in solving Civil Engineering problem and the merits of using a finite element procedure over the other methods.
This lab report summarizes a compression test experiment conducted to determine the mechanical properties of a metal alloy sample. The experiment involved compressing the sample between two plates using a universal testing machine while measuring stress and strain. The results showed the stress-strain curve for the material and identified its maximum compression strength. The objective was to learn how materials behave under compressive loads and determine properties like elastic modulus, yield point, and ultimate strength.
This lab report summarizes a compression test experiment conducted to determine the mechanical properties of a metal alloy sample. The experiment involved compressing the sample between two plates using a universal testing machine while measuring stress and strain. The results showed the stress-strain curve for the material and identified its maximum compression strength. The objective was to learn how materials behave under compressive loads and determine properties like elastic modulus, yield point, and ultimate strength.
This study compares experimental and finite element analysis results for stress analysis. Strain gauges were placed on test materials (a beam and contacting blocks) at locations corresponding to finite element mesh nodes. Testing involved applying loads and measuring strain. Results showed good agreement between experimental and numerical analyses for the linear beam problem. For the nonlinear contacting blocks problem, close placement of strain gauges was important due to high stress gradients at contact points. Small gauge placement errors could cause up to 10% difference in strain measurements. The approach demonstrated that matching strain gauge locations to finite element meshes facilitated accurate validation of numerical models.
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity
IRJET- Development of Strain Measuring Instrument for Health Monitoring of St...IRJET Journal
This document describes the development of a strain measuring instrument to monitor the health of structural members like RCC columns and beams. A mechanical strain gauge was developed consisting of gauge points and connecting rods welded to reinforcement bars, along with a dial indicator. Laboratory tests were conducted on steel specimens up to 150kN load to generate a calibration curve. Strain gauges were then fixed to columns and beams during construction. Readings from the structural members indicated strains up to 0.0003, within the elastic limit, confirming the structure's strength and safety. The instrument allows continuous health monitoring of structures throughout their lifespan.
1) The study investigates the effect of reservoir hydrostatic pressure on the seismic response of roller compacted concrete (RCC) dams using finite element analysis.
2) Analysis of the Kinta RCC dam in Malaysia shows that hydrostatic pressure increases stresses by 25% and changes displacement response from negative to positive direction. It also causes more damage at the heel of the dam.
3) Consideration of hydrostatic pressure leads to a 13% increase in maximum horizontal deformation, from 76.5 mm to 86.6 mm, and changes the zone of peak deformation from the base to the crest of the dam. It also changes the displacement response of nodes from negative to positive.
FINITE ELEMENT ANALYSIS OF A PRESTRESSED CONCRETE BEAM USING FRP TENDONGirish Singh
Concrete prestressed structural components exist in buildings and bridges in different forms. Understanding the response of these components during loading is crucial to the development of an overall efficient and safe structure. Different methods have been utilized to study the response of structural components. Experimental based testing has been widely used as a means to analyse individual elements and the effects of concrete strength under loading.
While this is a method that produces real life response, it is extremely time consuming, and the use of materials can be quite costly. In this paper we used finite element analysis to study behaviour of these components. The use of computer software (Ansys) to model these elements is much faster, and extremely cost- effective. To fully understand the capabilities of finite element computer software (Ansys), we look back to experimental data and simple analysis.
Data obtained from a finite element analysis package is not useful unless the necessary steps are taken to understand what is happening within the model that is created using the software. Also, executing the necessary checks along the way, is key to make sure that what is being output by the Ansys is valid.
This paper is a study of prestressed concrete beams using finite element
analysis to understand the response of prestressed concrete beams due to transverse loading and to analyse the behaviour of FRP material under these circumstances.
This paper also includes the comparison of steel and FRP on the same module and also gives the final load v/s deflection curve under the both linear and non-linear properties of the materials.
1Introduction
The purpose of this research work is to study the fatigue related behavior of weld toe
and weld root geometrical parameters in fillet welds based on the effective notch stress
approach.
The fatigue tests of welded structures under fluctuating loads shows that the crack
initiation and propagation until the final failure is carried out mostly on the weld toe and
weld root. Since the geometrical effect on stress distribution over a part plays a
meaningful role in respect to increasing the stress concentration factor value and
consequently the risk of failure, in this research the geometrical variables of welding
which can be recommended in some case of welding procedures such as weld toe
waving and weld root penetration percentage is studied. The fillet weld models under
special case of loading and constraint analyzed by three-dimensional linear static
analyses of finite element method to define the maximum principal stress distribution in
the modeled cases. The fatigue effect of analysis added to model by utilizing the
effective notch stress approach, which models the sharp lines in weld toe, and weld root
by determined rounded radius of 1 mm for steel material to avoid the geometrical
singularity of numerical analysis and take into consideration the fatigue notch factor.
The models of this study focus on the variation of stress concentration factor due to
weld toe waving geometrical effects defining by two variables of waving width and
waving radius in two separate set of models which the weld flank angle has been
changed. This leads an understanding to the benefit of varying stress concentration
factor on the weld toe between waving tips and waving depths so that the significant
decrease of this factor in waving depths can stop the rate of arbitrary initiated crack
propagation.
That is a crack, which initiated in a susceptible location such as wave tips could be
controlled by the waving depths, which have a significantly lower stress.
Meanwhile the study continued to analyze the distribution of stress in fillet weld root in
respect of the percentage of weld penetration into the base material by the same fatigue
9
method and numerical analyzing tools. The result of this part depicts the usability of
analyzing models type applying the effective notch stress approach and can be utilized
to define an optimized penetration percentage in the weld root of fillet-welded joints
2Fatiguebasefracture
Material properties, relate to the quality control of materials and initial material
selection by a designer and employing only a look at the stress-strain analysis will cause
the valuable information is lost. There are factors other than exceeding the yield stress
and causing plastic deformation, which will affect structures. Fracture is concerned with
the initiation and propagation of a crack until the load can no longer be held by the
structure. It is well known that most structures will c.
Prediction of Fatigue Life of Boom Nose End Casting Using Linear Elastic Frac...IJERA Editor
The document discusses predicting the fatigue life of a boom nose end casting used in excavators. It describes performing finite element analysis to determine stresses on the casting under different loads and crack lengths. The results from finite element analysis and a theoretical approach using linear elastic fracture mechanics are then used to estimate the fatigue life of the casting.
This document presents a simplified method for estimating the entire load profile of a fully grouted anchor bolt based on strain measurement data from two points near the loaded end. Pullout tests were conducted on anchor bolts grouted in concrete with two different grout types. Strain gauges attached to the bolts recorded data during loading. Interpolation of data from two gauges was able to estimate the full load profile along the bolt, matching the profile obtained from multiple gauges. This method provides a simplified way to determine an anchor bolt's load profile without needing data from along its entire length.
An Experimental Approach to Fluctuation of Stress Intensity Factor Distributi...IJERA Editor
The fluctuation of stress intensity factor distribution and fatigue crack propagation in HSLA steel were
investigated, for this purpose fatigue crack growth test were carried out on five mutually similar configured
standard 1CT specimens with reduced thickness using constant amplitude loading cycles under mode-I, with 0.3
stress ratio and maximum load held 11.8 kN. The fluctuation of stress intensity factor distribution were studied
experimentally as a function of crack length, elapsed fatigue life cycle and compliance, along with the behavior
of fatigue crack propagation in HSLA steel. The fracture morphology was observed by field emission scanning
microscopy. ΔK in starting not increased significantly as increasing crack length, number of cycle and
compliance, but after reaching the region-II, it is increasing very significantly and slow fatigue crack propagation
behavior were observed by the material.
Orientation Effects of Stress Concentrators on the Material Deformation Beha...IJMER
Present investigation pertains to carry out to experimental work to generate data in order to
establish the mode of material deformation and fracture in AISI 316 stainless steel strips of 1.70mm thickness in
the presence of elliptical notches at the center of the specimen whose major axis were designed to incline to the
tensile axis at an angle of 0o
, 45o
and 90o
and the same happens to be the axis of rolling. An elliptical hole of
8.00mm (major axis) with 5.0mm (minor axis) were machined in each specimen so as to correspond to the above
angles of 0o
45o
and90o
and one specimen without any elliptical hole as a notch for comparative analysis of the experimental data. These flat specimens with and without stress concentrators were tested under tension using Hounsfield Tcnsomctcr and the changes in notch geometry have been recorded at various loadings. Further, the visual appearance of the cracks initiation have been continuously observed and recorded. The effect of stress ratio factors and the strain ratio parameters on the mode of fracture on material deformation in and around the stress concentrator has been thoroughly analyzed and it has been established that the crack initiation began either at the inner tips of the minor or the major axis of the elliptical stress concentrator, but, always perpendicular to the direction of loading irrespective of the rolling direction and the orientations of the stress concentrators. However, the changes in the rotation of the major and the minor axis of the elliptical stress concentrators were found to alter, and, this alteration in fact assisted in estimating the strains along the major as well as the minor axis of the stress concentrators. Relation between a plastic strain ratio with respect to the ratio between the major and the minor strains was observed to be of extremely complex nature. The overall observation in the present investigation has indicated that thin strips or sheet specimens containing a single or multiple or a combined type of stress concentrators will create a keen interest in the research approach of the investigators and make them aware of the seriousness of the presence of the stress concentrators and caution them to incorporate any possible design notifications in order to avoid any catastrophic failure (s).
This document describes the analysis of a truss structure using STAAD Pro software. It includes the modeling of the truss in STAAD, defining the material properties, applying various loads including dead load, live load and wind load, calculating load combinations, releasing restrained degrees of freedom for some members, and performing analysis to obtain member forces and support reactions. The document also compares the results of the STAAD analysis with manual calculations.
This document provides an overview of a tensile testing lab, including the basic principles and terminology of tensile testing, the objectives and procedures of the lab, and an example tensile test simulation. The lab aims to determine material properties through uniaxial tensile testing according to ASTM standards and analyze stress-strain curves and strain hardening behavior. Finite element analysis is used to simulate the deformation under tensile loading for different materials.
This document summarizes a study that performed finite element analysis on an arch dam to determine stress concentrations and deflections. It provides background on arch dam types and traditional analysis methods. It then describes the finite element method and process, including discretization, element formulation, assembly, applying boundary conditions, and solving for deformations and stresses. The analysis used ANSYS software to model the dam and resolve the complex stress distributions in a more realistic way than other methods.
This document provides an overview of a student's research project on the seismic behavior of beam-column joints using high-strength materials. The project aims to study different methods and find the best approach. The student will calculate seismic forces, model joints in software, perform manual calculations, and compare results. A literature review covered previous research on reinforcing joints with steel plates or fiber-reinforced polymer sheets and the behavior of high-strength concrete joints under axial loads. The project schedule outlines tasks from literature collection to thesis writing to be completed between January 2016 to May 2016.
This document provides a major project synopsis presentation for an experimental and failure analysis of a CFRP-CFRP (carbon fiber reinforced plastic) single lap adhesive joint. The objectives are to fabricate single lap adhesive joint specimens with CFRP and Araldite AW106 adhesive, varying overlap length and adhesive thickness, and perform tensile testing and ANSYS analysis. The methodology involves a literature review, materials purchasing, specimen fabrication, testing, ANSYS analysis, results comparison, and conclusion. Dimensions, material properties, and validated ANSYS models are presented. The analysis shows maximum stresses at the overlap ends and agrees with reference results.
The document describes an experimental investigation of the fatigue life of two bridge crane girders using the S-N method. Strain gauge measurements were performed on the girders to determine stress values under operational loads after over 50 years of use. The measurements identified a nearly 50% decrease in residual life for one girder, caused by improper welding of rails during maintenance instead of using clamps. The experimental analysis provided valuable information on the technical state and remaining fatigue life of the load-bearing structure that would be difficult to determine through analytical calculations alone due to the complex operational conditions.
This document reviews the use of ANSYS finite element analysis software to model reactive powder concrete (RPC). It discusses how ANSYS can be used to perform various types of structural analyses, including static, modal, transient dynamic and buckling analyses. The review then describes how RPC specimens were modeled and meshed in ANSYS, and the results obtained, including stress contours showing higher shear stresses at connections. It concludes RPC behaves in an elasto-plastic manner initially, then is plastic dominated, and that fiber reinforcement improves its shear strength through fiber pullout and dowel action.
Optimum Dimensions of Suspension Bridges Considering Natural PeriodIOSR Journals
Abstract: Suspension bridge is an efficient structural system particularly for large spans. Many difficulties
related to design and construction feasibility arises due to its long central span. There are many suspension
bridges around the world and dynamic behavior has been found to be the primary concern for those bridges.
Natural period of a suspension bridge mainly dependent on the span and other structural dimensions related to
the stiffness. In the present study, the effects of structural parameters like deck depth and tower height on
natural period of suspension bridges having different central spans are conducted. Natural periods are
analyzed by modal analysis for central span lengths ranges from 600m to 1400m. The modal analysis is
performed by finite element software package SAP2000. For each central span, tower heights and deck depth
are varied and the consequences of these variations on the natural periods of various types of vibration modes
are investigated and dominant mode for each span is recognized. Obtained values from the analysis were
utilized to plot three dimensional surfaces representing correlation among natural period, deck depth, tower
height, and span, using MATLAB functions. A relationship among tentative optimum deck depth, optimum tower
height and central span of suspension bridge is developed for obtaining minimum natural period. This
relationship can be used to obtain the tentative optimum dimensions of a suspension bridge with central span
between 600m to 1400m.
Keywords: suspension bridge, natural period, optimum dimensions, modal analysis.
Static Analysis of RC Box Girder Bridge with skew angles using Finite Element...IRJET Journal
This document presents a static analysis of reinforced concrete box girder bridges with skew angles of 0 and 15 degrees using finite element modeling in SAP2000. The objectives are to study the influence of skew angle on natural frequencies and structural responses like stresses, reactions, and displacements. Bridges are modeled and analyzed for different load cases. Results for joint reactions, base reactions, and stresses are presented and compared between the 0 and 15 degree models. Increasing skew angle is found to increase base reactions. Joint reactions are highest for vertical loads and lowest for parapet walls. The study aims to better understand the behavior and design of skewed bridges.
TIME DIVISION MULTIPLEXING TECHNIQUE FOR COMMUNICATION SYSTEMHODECEDSIET
Time Division Multiplexing (TDM) is a method of transmitting multiple signals over a single communication channel by dividing the signal into many segments, each having a very short duration of time. These time slots are then allocated to different data streams, allowing multiple signals to share the same transmission medium efficiently. TDM is widely used in telecommunications and data communication systems.
### How TDM Works
1. **Time Slots Allocation**: The core principle of TDM is to assign distinct time slots to each signal. During each time slot, the respective signal is transmitted, and then the process repeats cyclically. For example, if there are four signals to be transmitted, the TDM cycle will divide time into four slots, each assigned to one signal.
2. **Synchronization**: Synchronization is crucial in TDM systems to ensure that the signals are correctly aligned with their respective time slots. Both the transmitter and receiver must be synchronized to avoid any overlap or loss of data. This synchronization is typically maintained by a clock signal that ensures time slots are accurately aligned.
3. **Frame Structure**: TDM data is organized into frames, where each frame consists of a set of time slots. Each frame is repeated at regular intervals, ensuring continuous transmission of data streams. The frame structure helps in managing the data streams and maintaining the synchronization between the transmitter and receiver.
4. **Multiplexer and Demultiplexer**: At the transmitting end, a multiplexer combines multiple input signals into a single composite signal by assigning each signal to a specific time slot. At the receiving end, a demultiplexer separates the composite signal back into individual signals based on their respective time slots.
### Types of TDM
1. **Synchronous TDM**: In synchronous TDM, time slots are pre-assigned to each signal, regardless of whether the signal has data to transmit or not. This can lead to inefficiencies if some time slots remain empty due to the absence of data.
2. **Asynchronous TDM (or Statistical TDM)**: Asynchronous TDM addresses the inefficiencies of synchronous TDM by allocating time slots dynamically based on the presence of data. Time slots are assigned only when there is data to transmit, which optimizes the use of the communication channel.
### Applications of TDM
- **Telecommunications**: TDM is extensively used in telecommunication systems, such as in T1 and E1 lines, where multiple telephone calls are transmitted over a single line by assigning each call to a specific time slot.
- **Digital Audio and Video Broadcasting**: TDM is used in broadcasting systems to transmit multiple audio or video streams over a single channel, ensuring efficient use of bandwidth.
- **Computer Networks**: TDM is used in network protocols and systems to manage the transmission of data from multiple sources over a single network medium.
### Advantages of TDM
- **Efficient Use of Bandwidth**: TDM all
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity
IRJET- Development of Strain Measuring Instrument for Health Monitoring of St...IRJET Journal
This document describes the development of a strain measuring instrument to monitor the health of structural members like RCC columns and beams. A mechanical strain gauge was developed consisting of gauge points and connecting rods welded to reinforcement bars, along with a dial indicator. Laboratory tests were conducted on steel specimens up to 150kN load to generate a calibration curve. Strain gauges were then fixed to columns and beams during construction. Readings from the structural members indicated strains up to 0.0003, within the elastic limit, confirming the structure's strength and safety. The instrument allows continuous health monitoring of structures throughout their lifespan.
1) The study investigates the effect of reservoir hydrostatic pressure on the seismic response of roller compacted concrete (RCC) dams using finite element analysis.
2) Analysis of the Kinta RCC dam in Malaysia shows that hydrostatic pressure increases stresses by 25% and changes displacement response from negative to positive direction. It also causes more damage at the heel of the dam.
3) Consideration of hydrostatic pressure leads to a 13% increase in maximum horizontal deformation, from 76.5 mm to 86.6 mm, and changes the zone of peak deformation from the base to the crest of the dam. It also changes the displacement response of nodes from negative to positive.
FINITE ELEMENT ANALYSIS OF A PRESTRESSED CONCRETE BEAM USING FRP TENDONGirish Singh
Concrete prestressed structural components exist in buildings and bridges in different forms. Understanding the response of these components during loading is crucial to the development of an overall efficient and safe structure. Different methods have been utilized to study the response of structural components. Experimental based testing has been widely used as a means to analyse individual elements and the effects of concrete strength under loading.
While this is a method that produces real life response, it is extremely time consuming, and the use of materials can be quite costly. In this paper we used finite element analysis to study behaviour of these components. The use of computer software (Ansys) to model these elements is much faster, and extremely cost- effective. To fully understand the capabilities of finite element computer software (Ansys), we look back to experimental data and simple analysis.
Data obtained from a finite element analysis package is not useful unless the necessary steps are taken to understand what is happening within the model that is created using the software. Also, executing the necessary checks along the way, is key to make sure that what is being output by the Ansys is valid.
This paper is a study of prestressed concrete beams using finite element
analysis to understand the response of prestressed concrete beams due to transverse loading and to analyse the behaviour of FRP material under these circumstances.
This paper also includes the comparison of steel and FRP on the same module and also gives the final load v/s deflection curve under the both linear and non-linear properties of the materials.
1Introduction
The purpose of this research work is to study the fatigue related behavior of weld toe
and weld root geometrical parameters in fillet welds based on the effective notch stress
approach.
The fatigue tests of welded structures under fluctuating loads shows that the crack
initiation and propagation until the final failure is carried out mostly on the weld toe and
weld root. Since the geometrical effect on stress distribution over a part plays a
meaningful role in respect to increasing the stress concentration factor value and
consequently the risk of failure, in this research the geometrical variables of welding
which can be recommended in some case of welding procedures such as weld toe
waving and weld root penetration percentage is studied. The fillet weld models under
special case of loading and constraint analyzed by three-dimensional linear static
analyses of finite element method to define the maximum principal stress distribution in
the modeled cases. The fatigue effect of analysis added to model by utilizing the
effective notch stress approach, which models the sharp lines in weld toe, and weld root
by determined rounded radius of 1 mm for steel material to avoid the geometrical
singularity of numerical analysis and take into consideration the fatigue notch factor.
The models of this study focus on the variation of stress concentration factor due to
weld toe waving geometrical effects defining by two variables of waving width and
waving radius in two separate set of models which the weld flank angle has been
changed. This leads an understanding to the benefit of varying stress concentration
factor on the weld toe between waving tips and waving depths so that the significant
decrease of this factor in waving depths can stop the rate of arbitrary initiated crack
propagation.
That is a crack, which initiated in a susceptible location such as wave tips could be
controlled by the waving depths, which have a significantly lower stress.
Meanwhile the study continued to analyze the distribution of stress in fillet weld root in
respect of the percentage of weld penetration into the base material by the same fatigue
9
method and numerical analyzing tools. The result of this part depicts the usability of
analyzing models type applying the effective notch stress approach and can be utilized
to define an optimized penetration percentage in the weld root of fillet-welded joints
2Fatiguebasefracture
Material properties, relate to the quality control of materials and initial material
selection by a designer and employing only a look at the stress-strain analysis will cause
the valuable information is lost. There are factors other than exceeding the yield stress
and causing plastic deformation, which will affect structures. Fracture is concerned with
the initiation and propagation of a crack until the load can no longer be held by the
structure. It is well known that most structures will c.
Prediction of Fatigue Life of Boom Nose End Casting Using Linear Elastic Frac...IJERA Editor
The document discusses predicting the fatigue life of a boom nose end casting used in excavators. It describes performing finite element analysis to determine stresses on the casting under different loads and crack lengths. The results from finite element analysis and a theoretical approach using linear elastic fracture mechanics are then used to estimate the fatigue life of the casting.
This document presents a simplified method for estimating the entire load profile of a fully grouted anchor bolt based on strain measurement data from two points near the loaded end. Pullout tests were conducted on anchor bolts grouted in concrete with two different grout types. Strain gauges attached to the bolts recorded data during loading. Interpolation of data from two gauges was able to estimate the full load profile along the bolt, matching the profile obtained from multiple gauges. This method provides a simplified way to determine an anchor bolt's load profile without needing data from along its entire length.
An Experimental Approach to Fluctuation of Stress Intensity Factor Distributi...IJERA Editor
The fluctuation of stress intensity factor distribution and fatigue crack propagation in HSLA steel were
investigated, for this purpose fatigue crack growth test were carried out on five mutually similar configured
standard 1CT specimens with reduced thickness using constant amplitude loading cycles under mode-I, with 0.3
stress ratio and maximum load held 11.8 kN. The fluctuation of stress intensity factor distribution were studied
experimentally as a function of crack length, elapsed fatigue life cycle and compliance, along with the behavior
of fatigue crack propagation in HSLA steel. The fracture morphology was observed by field emission scanning
microscopy. ΔK in starting not increased significantly as increasing crack length, number of cycle and
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behavior were observed by the material.
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tensile axis at an angle of 0o
, 45o
and 90o
and the same happens to be the axis of rolling. An elliptical hole of
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45o
and90o
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Crack propagation and life expectancy.pptx
1. Project report
on
A Study on
Crack Propagation and Life expectancy.
PRESENTED BY:
PUSHKRAJ RANE (18162152)
RISHIKESH SALI (18162158)
VISHAL SANGALE (18162161)
Guided by:
Dr. Sandhya Jadhav
2. INDEX
• Introduction
• Problem statement
• Objectives of Study
• Literature review
• Methodology
• Research and Calculation
• Results obtained
• Outcomes through the research.
3. Introduction
• Cracks commonly occur in engineered parts and can significantly reduce their
ability to withstand load. Cracks typically form around pre-existing flaws in a part.
They usually start off small and then grow during operational use.
• A crack in a part will grow under conditions of cyclic applied loading, or under a
steady load in a hostile chemical environment. Crack growth due to cyclic loading
is called fatigue crack growth and is the focus of this study. Crack growth in a
hostile environment is called environmental crack growth and is not included in the
this case study project.
• The analysis of fatigue crack growth relies on the concepts of fracture mechanics.
4. Problem statement
• It is usually really difficult for anyone to predict the life of a
particular metal element considering it to be damaged due to
presence of crack which are visible on the surface.
• Due to presence of cracks, the strength of the component as whole
gradually decreases as the propagation of crack is expected due to
the constantly acting fatigue loads on the entire component and
prediction of the direction of crack expansion is also really difficult.
• A crack on a railway track is extremely dangerous as it may cause a
huge accident, hence after locating a crack it is necessary to estimate
the life of the component in order to know how long it could be in a
working condition.
5. • Incase of an railway track crack, the expansion and crack
propagation rate is extremely high.
• Due to extremely high cyclic/fatigue loading on the tracks, the cracks
seem to propagate at faster rate hence quick action has to be taken to
determine the remaining life of the component in order to take
necessary actions.
6. Objectives of the Study
• To simulate and try to find a faster way to find the life
expectancy of cracked metal component under the
allowable factor of safety in working condition.
• Taking a case of a railway track crack and analyzing the
effect and growth of the crack due to constantly acting
fatigue load.
7. Literature review
Research paper on ‘Fatigue crack growth’
• The following study takes various loads and stresses in account along with
various stress ratios and it also establishes a relationship between crack
growth and the constant cyclic loading.
• The experimentation is done a metal plate with naturally visible crack due
to surface flaws, when the component is put to its usual operations, the
usual stresses start acting but, due the presence of crack, the life of the
component is gradually reduced and the growth rate of the crack is
minutely observed and the acting loads are also closely monitored.
8. • On the basis of obtained results of the crack growth in a certain time
under certain fatigue loading, a relationship of crack growth to
loading is established which makes it easier to determine the
remaining life of the component before it fails in the factor of safety
and becomes un-operational.
• Although the exact results from experimentation are not provided,
but the study does use previous research in fracture mechanics to
determine the life of the component and gives a brief theoretical
explanation on how the crack propagation/expansion takes place so
that the same method could be used to determine the same in other
cases by making the necessary changes such as material properties,
acting loads and the Factor of safety.
9. Research paper on
Rail fatigue crack propagation
This Research paper focuses mainly on the
cracks and its effects on railway tracks.
The study through various methods and based on earlier
research and assumptions tries to effectively determine the behavior of
cracks when the wheels of trains make surface contact with them in a very
fast speed.
In this study mostly finite element method is used to determine the effect
of loading at significant points on the crack in the component(track).
Using predefined Relations and formulae, the crack propagation is tracked
with the difference in the speed of train which increases/ decreases the
time that load acts on the railway track.
10. Methodology
• Data collection.
• Theoretical study of the concepts of fracture mechanics
• Research, Calculation and data interpretation.
• Detailed Analysis of obtained results.
• Co-relation of the results and concepts with case study.
• Conclusion of the Study.
11. Research and Calculations
The research on Crack Propagation and its growth was carried out in a
systematic order by initially determining all the factors necessary for the
Calculation of life of the metal having a visible surface crack.
Some of the Crucial Factors that were considered necessary after
thorough research for the determination of the results of this study were,
Stress Intensity Factor (Kmax)
Paris Equation
12. Crack Length Prediction
The data required for the calculation were selected and the standard
values were assumed or selected wherever necessary by taking reference
of the earlier research papers.
The calculation for the life expectancy of a metal with a crack started with
calculating the stress intensity followed by consideration of the forces
acting on the specimen, substitution of data in Paris equation and
calculating the final Crack length after completion of a given No. cycles of
cyclic load.
The crack length obtained at the end is then used to check when the
specimen would fail and its Life expectancy.
13. Results in graphical method:
The results of the graphical method could be shown through a graph,
where the Increasing no. of cycles (N) are denoted on X axis, whereas the
length of crack which increases simultaneously is shown on Y axis.
The result obtained is a smooth rising curve.
The points plotted are,
ai which denotes initial crack length which in this case is the notch length i.e 5
mm.
ao which denotes the increase in crack length, here its obtained as 20 mm.
af which denotes the final crack length (45 mm).
14. The graph further rises and shows the breaking point of the material.
The slopes obtained from the curve are also used in the process of
calculation in the numerical approach.
15. Results obtained
The main focus of research was to understand the phenomenon of crack
propagation and fracture mechanics and hence for the purpose of
research a MS block was kept under cyclic loading and a notch was made
purposely for the crack to propagate further.
The obtained result were as follows;
for a crack with initial crack length (notch length) was taken 5mm.
The dimension of the MS block were 50*50*10 mm, with a 5 mm notch
on the center of edge on the face.
A larger initial crack length was purposely selected in order to show the
intensity of crack growth because the presence of a micro crack and the
1st phase of crack expansion is concurrent but extremely slow.
16. Results obtained
A small load of 25 N was selected for a large no. of cycles which was
assumed for initial calculations as 2000 cycles.
After completion of a given no. of cycles the crack fully propagates into the
material through out its length, hence the final crack length excluding the
notch is 45mm.
Both numeric and graphical method were used for calculation of the failure
point (Nf) i.e. the no. of cycles the block could withstand before failure.
This Final crack length was used to further calculate the point of failure of the
component and the No. of cycles before failure.
The Failure point (Nf) i.e. the no. of cycles the component could survive
before failure was 120 cycles.
17. DRAWING AND ANALYSIS
Stress concentration at position
of notch causing cracking of
material
Mild steel block of size
50 x 50 x 10
18. Project Timeline
1. Data collection and research till September.
2. Theoretical study and literature review in October and November.
3. Research and Calculations to be done in November and December 2020.
4. Study and review of the obtained result to be done in December- January.
5. Conclusion of study and preparation of black book in February and
march 2021.
19. Expected outcomes
To provide a detailed understanding about the concepts of
fracture mechanics and the behavior of cracks and its
effect on usual operations.
To find ways to calculate the life of component having
cracks more effectively by using pre-existing relations,
concepts for taking necessary actions faster.