The primary objective of the present paper is to examine the effects of welding residual stresses on ultimate strength of high tensile steel plates under axial compression in terms of their magnitude and pattern. The ANSYS nonlinear finite element method is employed for the purpose. The secondary objective of the present paper is to study a nonlinear finite element method modeling technique for welded plate structures with residual stresses. Three levels of residual stresses, namely slight, average and severe levels are considered. As another important parameter of influence on the plate ultimate strength, the plate thickness is also varied in the numerical computations to examine their role and trend. Important insights and conclusions developed from the present study are documented.
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ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering
May 31–June 5, 2009
Honolulu, Hawaii, USA
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-4342-0
PROCEEDINGS PAPER
Effects of Welding Residual Stresses on High Tensile Steel Plate Ultimate Strength: Nonlinear Finite Element Method Investigations
Jeom Kee Paik,
Jeom Kee Paik
Pusan National University, Busan, Republic of Korea
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Jung Min Sohn
Jung Min Sohn
Pusan National University, Busan, Republic of Korea
Search for other works by this author on:
Jeom Kee Paik
Pusan National University, Busan, Republic of Korea
Jung Min Sohn
Pusan National University, Busan, Republic of Korea
Paper No:
OMAE2009-79297, pp. 213-220; 8 pages
Published Online:
February 16, 2010
Citation
Paik, JK, & Sohn, JM. "Effects of Welding Residual Stresses on High Tensile Steel Plate Ultimate Strength: Nonlinear Finite Element Method Investigations." Proceedings of the ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. Volume 2: Structures, Safety and Reliability. Honolulu, Hawaii, USA. May 31–June 5, 2009. pp. 213-220. ASME. https://doi.org/10.1115/OMAE2009-79297
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