Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling
In the Part 2 of the current study, a sequentially coupled thermal-stress analysis is conducted to model the welding process and the final residual stress distribution of the RQT701 high strength steel thin-walled plate-to-plate welded joints. The accuracy and reliability of the numerical modeling i...
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sg-ntu-dr.10356-1022272020-03-07T11:43:40Z Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling Chiew, Sing Ping Jiang, Jin Lee, Chi King School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design In the Part 2 of the current study, a sequentially coupled thermal-stress analysis is conducted to model the welding process and the final residual stress distribution of the RQT701 high strength steel thin-walled plate-to-plate welded joints. The accuracy and reliability of the numerical modeling is validated by comparing with the test results. After validating the accuracy of the modeling procedure, a small scale parametric study is carried out to investigate the influences of some key welding parameters on the magnitude and distribution of residual stress. Accepted version 2014-03-14T02:54:40Z 2019-12-06T20:51:56Z 2014-03-14T02:54:40Z 2019-12-06T20:51:56Z 2012 2012 Journal Article Lee, C. K., Chiew, S. P., & Jiang, J. (2012). Residual stress study of welded high strength steel thin-walled plate-to-plate joints part 2: Numerical modeling. Thin-Walled Structures, 59, 120-131. 0263-8231 https://hdl.handle.net/10356/102227 http://hdl.handle.net/10220/18896 10.1016/j.tws.2012.04.001 en Thin-walled structures © 2012 Elsevier. This is the author created version of a work that has been peer reviewed and accepted for publication by Thin-Walled Structures, Elsevier. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1016/j.tws.2012.04.001]. 39 p. application/pdf |
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DRNTU::Engineering::Civil engineering::Structures and design Chiew, Sing Ping Jiang, Jin Lee, Chi King Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling |
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In the Part 2 of the current study, a sequentially coupled thermal-stress analysis is conducted to model the welding process and the final residual stress distribution of the RQT701 high strength steel thin-walled plate-to-plate welded joints. The accuracy and reliability of the numerical modeling is validated by comparing with the test results. After validating the accuracy of the modeling procedure, a small scale parametric study is carried out to investigate the influences of
some key welding parameters on the magnitude and distribution of residual stress. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Chiew, Sing Ping Jiang, Jin Lee, Chi King |
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Article |
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Chiew, Sing Ping Jiang, Jin Lee, Chi King |
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Chiew, Sing Ping |
title |
Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling |
title_short |
Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling |
title_full |
Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling |
title_fullStr |
Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling |
title_full_unstemmed |
Residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling |
title_sort |
residual stress study of welded high strength steel thin-walled plate-to-plate joints, part 2 : numerical modeling |
publishDate |
2014 |
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https://hdl.handle.net/10356/102227 http://hdl.handle.net/10220/18896 |
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1681033954420850688 |