Pin-ended stainless steel equal-leg angle section members under compression and major-axis bending: Experimentation, FE modelling and design-Reference-Cited by-同舟云学术

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Pin-ended stainless steel equal-leg angle section members under compression and major-axis bending: Experimentation, FE modelling and design

Published:2024-10 Issue: Volume:203 Page:112154
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Behzadi-Sofiani Behnam^ORCID,Wadee M. Ahmer^ORCID,Gardner Leroy^ORCID

Funder

Imperial College London

Publisher

Elsevier BV

Reference64 articles.

1. Results of Some Compression Tests of Structural Steel Angles;Stang,1922

2. Design of angle columns with locally unstable legs;Rasmussen;J. Struct. Eng.,2005

3. A novel DSM-based approach for the rational design of fixed-ended and pin-ended short-to-intermediate thin-walled angle columns;Dinis;Thin-Walled Struct.,2015

4. Behaviour and design of fixed-ended steel equal-leg angle section columns;Behzadi-Sofiani;J. Constr. Steel Res.,2021

5. Stability and design of fixed-ended stainless steel equal-leg angle section columns;Behzadi-Sofiani;Eng. Struct.,2021

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