Ultimate and post-ultimate behaviour of thin-walled cold-formed steel open-section members under eccentric compression. Part II: Experimental study-Reference-Cited by-同舟云学术

Ultimate and post-ultimate behaviour of thin-walled cold-formed steel open-section members under eccentric compression. Part II: Experimental study

Published:2022-02 Issue: Volume:171 Page:108802
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Borkowski Łucasz^ORCID,Grudziecki Jan,Kotełko Maria,Ungureanu Viorel^ORCID,Dubina Dan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Ultimate and post-ultimate behaviour of thin-walled cold-formed steel open-section members under eccentric compression. Part I: Collapse mechanisms database (theoretical study);Kotełko;Thin-Walled Struct.,2021

2. J. Rhodes, J. Loughlan, Simple design analysis of lipped-channel columns, in: Proc. of the 5th Int. Spec. Conf. on cold-formed steel struct, St. Louis, 1980, pp. 241-262.

3. Effective widths in plate buckling;Rhodes,1982

4. W.T. Koiter, General Theory of Mode Interaction in Stiffened Plate and Shell Structures, WTHD Report 590, Delft, 1976.

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Estimating the Cowper–Symonds Parameters for High-Strength Steel Using DIC Combined with Integral Measures of Deviation;Metals;2024-08-31

2. Numerical and Experimental Analysis of Buckling and Post-Buckling Behaviour of TWCFS Lipped Channel Section Members Subjected to Eccentric Compression;Materials;2024-06-12

3. Folding Auxetic Polygonal Kirigami Tubes;Journal of Mechanisms and Robotics;2024-05-21

4. Flexural Behaviour of Cold-Formed Ferritic Stainless Steel Built-Up Joists;Lecture Notes in Civil Engineering;2023-12-02

5. Buckling analyses of cold-formed steel lipped channel members under minor-axis eccentric load;Journal of Constructional Steel Research;2023-12