Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling-Reference-Cited by-同舟云学术

Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling

Published:2022-08 Issue: Volume:264 Page:114468
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Lulu,Zhao Ou

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference41 articles.

1. Experimental investigation and direct strength design of high-strength, complex C-sections in pure bending;Pham;J Struct Eng,2013

2. Experimental and numerical studies of press-braked S690 high strength steel channel section beams;Zhang;Thin-Walled Structures,2020

3. Web crippling experiments of high strength lipped channel beams under one-flange loading;Sundararajah;J Constr Steel Res,2017

4. Experimental investigation of high strength cold-formed channel sections in shear with rectangular and slotted web openings;Pham;J Constr Steel Res,2020

5. Press-braked S690 high strength steel equal-leg angle and plain channel section stub columns: Testing, numerical simulation and design;Zhang;Eng Struct,2019

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