S960 ultra-high strength steel slender welded I-section beam–columns: Testing, numerical modelling and design
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference28 articles.
1. Experimental investigation on the local buckling behavior of 960 Mpa high strength steel welded section stub columns;Shi;Adv. Struct. Eng.,2015
2. Membrane residual stresses and local buckling of S960 ultra-high strength steel welded I-section stub columns;Su;Thin-Walled Struct.,2021
3. Slenderness limits for fabricated S960 ultra-high-strength steel and composite columns;Li;J. Constr. Steel Res.,2019
4. Flexural behaviour and strengths of press-braked S960 ultra-high strength steel channel section beams;Wang;Eng. Struct.,2019
5. Experimental and numerical studies of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending;Su;Eng. Struct.,2021
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