Abstract
Laser-welding is a high precision fabrication process suitable for joining a wide range of steels and stainless steels. Laser-welded structural stainless steel members, for which there are currently little experimental data owing to their recent introduction to the construction industry, are the focus of the present study. To address the lack of test data and to investigate their structural response, a total of 9 stub column tests and 22 flexural buckling tests (14 buckling about the minor axis and 8 about the major axis) have been performed on laser-welded austenitic stainless steel I-section members. Complementary
tensile coupon tests, initial geometric imperfection measurements, and residual stress measurements have also been carried out and are reported herein. Based on the results obtained, a representative residual stress pattern is proposed, the design provisions of Eurocode 3 Part 1.4 and the continuous strength method are assessed, and column buckling curves for laser-welded stainless steel I-section members are recommended.
tensile coupon tests, initial geometric imperfection measurements, and residual stress measurements have also been carried out and are reported herein. Based on the results obtained, a representative residual stress pattern is proposed, the design provisions of Eurocode 3 Part 1.4 and the continuous strength method are assessed, and column buckling curves for laser-welded stainless steel I-section members are recommended.
Original language | English |
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Pages (from-to) | 536-548 |
Number of pages | 13 |
Journal | Engineering Structures |
Volume | 127 |
Early online date | 15 Sept 2016 |
DOIs | |
Publication status | E-pub ahead of print - 15 Sept 2016 |
Keywords
- Buckling
- Column tests
- Compression
- Experiments
- Laser-welding
- Residual stress
- Stainless steel
- Welding
ASJC Scopus subject areas
- Building and Construction