Local buckling behaviour of Q690 high strength steel press-braked elliptical hollow section stub columns: Testing, numerical modelling, and design
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference79 articles.
1. Experimental and numerical studies on post-fire behaviour of S700 high strength steel circular hollow sections under combined compression and bending;Zhong;Thin-Walled Struct.,2022
2. Stability and design of normal and high strength steel CHS beam-columns;Meng;Eng. Struct.,2022
3. Structural behaviour and design of press-braked S690 high strength steel angle section long columns;Zhang;Thin-Walled Struct.,2023
4. Press-braked S690 high strength steel equal-leg angle and plain channel section stub columns: Testing, numerical simulation and design;Zhang;Eng. Struct.,2019
5. Structural behaviour of high strength steel hexagonal hollow section stub columns under axial compression;Liu;Eng. Struct.,2022
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