Buckling behaviors and ultimate strength of 6082-T6 aluminum alloy columns with square and circular hollow sections under eccentric compression – Part II: Parametric study, design provisions and reliability analysis-Reference-Cited by-同舟云学术

Buckling behaviors and ultimate strength of 6082-T6 aluminum alloy columns with square and circular hollow sections under eccentric compression – Part II: Parametric study, design provisions and reliability analysis

Published:2019-10 Issue: Volume:143 Page:106208
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhao Yuanzheng,Zhai Ximei,Wang Jianhao

Funder

National Natural Science Foundation of China

Harbin Institute of Technology

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Aluminum Alloy Structures;Mazzolani,1994

2. Aluminium Structural Design;Mazzolani,2002

3. Study on the buckling of aluminium industrial bars;Bernard;ECCS Committee,1973

4. Alu-alloy welded column buckling research program: test results;Frey;ECCS Committee,1977

5. Buckling behavior of aluminum alloy welded columns;Faella;ECCS Committee,1978

Cited by 23 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. The bearing capacity performance of upvc pipe under axial compression;Case Studies in Construction Materials;2024-07

2. Improved mechanical behavior of friction stir drilled 6082 aluminum alloy via T6 treatment;Journal of Materials Research and Technology;2024-07

3. Study on the compressive stability of H-shaped members with roof-connection construction in aluminum alloy latticed shell;Engineering Structures;2024-07

4. Engineering application study of high-performance aluminum alloy 6A13-T6;Structures;2024-05

5. Stability properties of 6061-T6 aluminum alloy members with double-layer H-type sections under eccentric compression loads;Engineering Structures;2024-04