Buckling behavior and design of concentrically loaded T-section aluminum alloy columns-Reference-Cited by-同舟云学术

Buckling behavior and design of concentrically loaded T-section aluminum alloy columns

Published:2022-06 Issue: Volume:260 Page:114221
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yuan Lin^ORCID,Zhang Qilin

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Stability of 6082–T6 aluminium alloy columns with H-section and rectangular hollow sections;Adeoti;Thin-Walled Struct,2015

2. Compressive buckling strength of extruded aluminium alloy I-section columns with fixed-pinned end conditions;Wang;Thin-Walled Struct,2017

3. Experimental investigation on the stability of aluminium alloy 6082 circular tubes in axial compression;Wang;Thin-Walled Struct,2015

4. Experimental investigation and parametric analysis on overall buckling behavior of large-section aluminum alloy columns under axial compression;Wang;Thin-Walled Struct,2018

5. Buckling behaviors and ultimate strength of 6082–T6 aluminum alloy columns with square and circular hollow sections under eccentric compression–Part I: Experiments and finite element modeling;Zhao;Thin-Walled Struct,2019

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