Residual stress tests of welded Q690 high-strength steel box- and H-sections
Authors:
- Tian-Ji LiTLTian-Ji Li
- Guo-Qiang LiGLGuo-Qiang Li
- Yan-Bo WangYWYan-Bo Wang
- 1 December 2015
- journal article
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 115, 283-289
Abstract
No abstract availableFunding Information
- National Key Technology R&D Program of Ministry of Science and Technology of China (2012BAJ13B02)
- National Natural Science Foundation of China (2014M561518)
- China Postdoctoral Science Foundation (51378378)
This publication has 17 references indexed in Scilit:
- Residual stresses in welded flame-cut high strength steel H-sectionsJournal of Constructional Steel Research, 2012
- The assessment of residual stresses in welded high strength steel box sectionsJournal of Constructional Steel Research, 2012
- Residual stress study of welded high strength steel thin-walled plate-to-plate joints, Part 1: Experimental studyThin-Walled Structures, 2012
- Post-fire mechanical properties of high strength structural steels S460 and S690Engineering Structures, 2012
- Prediction of welding residual stresses and displacements by simplified models. Experimental validationMaterials & Design (1980-2015), 2010
- Residual stress analysis of structural stainless steel sectionsJournal of Constructional Steel Research, 2008
- Slenderness limit of Class 3 I cross-sections made of high strength steelJournal of Constructional Steel Research, 1996
- Tests of high strength steel columnsJournal of Constructional Steel Research, 1995
- Plate slenderness limits for high strength steel sectionsJournal of Constructional Steel Research, 1992
- Welded Box Compression MembersJournal of Structural Engineering, 1984