Residual stress redistribution during elastic shake down in welded plates

Residual stresses are a consequence of welding in various structures such as ships and offshore structures. Residual stresses can be relaxed or redistributed according to the load levels during operation. The elastic shakedown phenomenon can be considered as one of the reasons for this change. This...

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Main Authors: Chukkan Jazeel R., Wu Guiyi, Fitzpatrick Michael E., Eren Elvin, Zhang Xiang, Kelleher Joe
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201816521004
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spelling doaj-2d5f4e73a3974dc8ba85dbed377472222021-03-02T10:51:22ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011652100410.1051/matecconf/201816521004matecconf_fatigue2018_21004Residual stress redistribution during elastic shake down in welded platesChukkan Jazeel R.Wu GuiyiFitzpatrick Michael E.Eren ElvinZhang XiangKelleher JoeResidual stresses are a consequence of welding in various structures such as ships and offshore structures. Residual stresses can be relaxed or redistributed according to the load levels during operation. The elastic shakedown phenomenon can be considered as one of the reasons for this change. This paper studies the relaxation/redistribution of weld residual stress during different levels of shakedown in a butt-welded plate chosen according to ship design and welding procedures. Welding was performed on DH36, a ship structural steel. Neutron diffraction was used to measure residual stresses in these plates in the as-welded state and after different levels of shakedown. A mixed hardening model in line with the Chaboche model is determined for both weld and base material. A numerical model is developed to estimate the shakedown limit on butt-welded plate. Further, the redistribution of residual stress in a numerical weld model according to the different levels of shakedown limit is studied. Based on the shakedown limit of the butt-welded plate, a shakedown region is determined, where the structure will undergo elastic shakedown in the presence of an existing residual stress field if the maximum stress on the load section after a few initial cycles is in the shakedown region.https://doi.org/10.1051/matecconf/201816521004
collection DOAJ
language English
format Article
sources DOAJ
author Chukkan Jazeel R.
Wu Guiyi
Fitzpatrick Michael E.
Eren Elvin
Zhang Xiang
Kelleher Joe
spellingShingle Chukkan Jazeel R.
Wu Guiyi
Fitzpatrick Michael E.
Eren Elvin
Zhang Xiang
Kelleher Joe
Residual stress redistribution during elastic shake down in welded plates
MATEC Web of Conferences
author_facet Chukkan Jazeel R.
Wu Guiyi
Fitzpatrick Michael E.
Eren Elvin
Zhang Xiang
Kelleher Joe
author_sort Chukkan Jazeel R.
title Residual stress redistribution during elastic shake down in welded plates
title_short Residual stress redistribution during elastic shake down in welded plates
title_full Residual stress redistribution during elastic shake down in welded plates
title_fullStr Residual stress redistribution during elastic shake down in welded plates
title_full_unstemmed Residual stress redistribution during elastic shake down in welded plates
title_sort residual stress redistribution during elastic shake down in welded plates
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description Residual stresses are a consequence of welding in various structures such as ships and offshore structures. Residual stresses can be relaxed or redistributed according to the load levels during operation. The elastic shakedown phenomenon can be considered as one of the reasons for this change. This paper studies the relaxation/redistribution of weld residual stress during different levels of shakedown in a butt-welded plate chosen according to ship design and welding procedures. Welding was performed on DH36, a ship structural steel. Neutron diffraction was used to measure residual stresses in these plates in the as-welded state and after different levels of shakedown. A mixed hardening model in line with the Chaboche model is determined for both weld and base material. A numerical model is developed to estimate the shakedown limit on butt-welded plate. Further, the redistribution of residual stress in a numerical weld model according to the different levels of shakedown limit is studied. Based on the shakedown limit of the butt-welded plate, a shakedown region is determined, where the structure will undergo elastic shakedown in the presence of an existing residual stress field if the maximum stress on the load section after a few initial cycles is in the shakedown region.
url https://doi.org/10.1051/matecconf/201816521004
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