Stress intensity factor solution for root defects in fillet and partial penetration welds

This study investigates the stress intensity factors for surface cracks contained in a T-butt joint. This study comprises of three main phases. Phase 1 of the study involves the boundary element modeling of a the 3-D model using AutoCAD. Models with differing geometric parameters were created so as...

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Main Author: Kang, Cheng Xi.
Other Authors: Lie Seng Tjhen
Format: Final Year Project
Language:English
Published: 2009
Subjects:
Online Access:http://hdl.handle.net/10356/16070
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-160702023-03-03T16:52:14Z Stress intensity factor solution for root defects in fillet and partial penetration welds Kang, Cheng Xi. Lie Seng Tjhen School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design This study investigates the stress intensity factors for surface cracks contained in a T-butt joint. This study comprises of three main phases. Phase 1 of the study involves the boundary element modeling of a the 3-D model using AutoCAD. Models with differing geometric parameters were created so as to conduct a parametric study conducted to study the effects of selected parameters on the stress intensity factor. In this case, we varies the attachment thickness t and the weld leg length w. Phase 2 of the study involves the analysis of the various T-butt models created in phase 1, using the BEM_J.exe, as the numerical solver to calculate the stress intensity factors values. Phase 3 involved the analyzing and understanding of the results generated. At phase 3, the relationship of attachment thickness t with stress intensity factor is established. The stress intensity factor will increase at an increasing rate as the attachment thickness increases. The effects of the weld leg length with stress intensity factor is also studied. The stress intensity factor increases at a decreasing rate as w increases. After the study of this 2 variables, the behavior of stress intensity factor along the crack line is studied. The studies will show the higher and lower stress intensity point which is a inverted W shape which will explain that occurring of semi-elliptical cracks. The objective of 2D approximation compared to 3D modeling solutions is compared after all models is completed and the buffer and differences between the 2 is established. It is understood that stress intensity factor increase with the increase in attachment footprint L/T. Further studies includes a new sets of 3D models with the crack line further deepens to (a = 0.7T) and the effect of the increase in crack depth is analyzed and found out that a little increase in crack depth will have a dramatic increase in stress intensity factor. Bachelor of Engineering (Civil) 2009-05-20T08:15:20Z 2009-05-20T08:15:20Z 2009 2009 Final Year Project (FYP) http://hdl.handle.net/10356/16070 en Nanyang Technological University 78 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Kang, Cheng Xi.
Stress intensity factor solution for root defects in fillet and partial penetration welds
description This study investigates the stress intensity factors for surface cracks contained in a T-butt joint. This study comprises of three main phases. Phase 1 of the study involves the boundary element modeling of a the 3-D model using AutoCAD. Models with differing geometric parameters were created so as to conduct a parametric study conducted to study the effects of selected parameters on the stress intensity factor. In this case, we varies the attachment thickness t and the weld leg length w. Phase 2 of the study involves the analysis of the various T-butt models created in phase 1, using the BEM_J.exe, as the numerical solver to calculate the stress intensity factors values. Phase 3 involved the analyzing and understanding of the results generated. At phase 3, the relationship of attachment thickness t with stress intensity factor is established. The stress intensity factor will increase at an increasing rate as the attachment thickness increases. The effects of the weld leg length with stress intensity factor is also studied. The stress intensity factor increases at a decreasing rate as w increases. After the study of this 2 variables, the behavior of stress intensity factor along the crack line is studied. The studies will show the higher and lower stress intensity point which is a inverted W shape which will explain that occurring of semi-elliptical cracks. The objective of 2D approximation compared to 3D modeling solutions is compared after all models is completed and the buffer and differences between the 2 is established. It is understood that stress intensity factor increase with the increase in attachment footprint L/T. Further studies includes a new sets of 3D models with the crack line further deepens to (a = 0.7T) and the effect of the increase in crack depth is analyzed and found out that a little increase in crack depth will have a dramatic increase in stress intensity factor.
author2 Lie Seng Tjhen
author_facet Lie Seng Tjhen
Kang, Cheng Xi.
format Final Year Project
author Kang, Cheng Xi.
author_sort Kang, Cheng Xi.
title Stress intensity factor solution for root defects in fillet and partial penetration welds
title_short Stress intensity factor solution for root defects in fillet and partial penetration welds
title_full Stress intensity factor solution for root defects in fillet and partial penetration welds
title_fullStr Stress intensity factor solution for root defects in fillet and partial penetration welds
title_full_unstemmed Stress intensity factor solution for root defects in fillet and partial penetration welds
title_sort stress intensity factor solution for root defects in fillet and partial penetration welds
publishDate 2009
url http://hdl.handle.net/10356/16070
_version_ 1759857252327489536