Experimental and numerical investigations on flexural–torsional buckling of roller bent steel I-section arches-Reference-Cited by-同舟云学术

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Experimental and numerical investigations on flexural–torsional buckling of roller bent steel I-section arches

Published:2023-06 Issue: Volume:187 Page:110727
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Hu Ya-Chao^ORCID,Xi Feng,Liu Feng,Tan Ying-Hua

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Experimental and numerical investigation of a tensairity arch;Roekens;Thin-Walled Struct.,2016

2. Theory of Elastic Stability 2e;Timoshenko,1970

3. Thin-Walled Elastic Beams;Vlasov,1959

4. Flexural–torsional stability of curved beams;Yoo;J. Eng. Mech. Div.,1982

5. Non-linear buckling and postbuckling of elastic arches;Pi;Eng. Struct.,1998

Cited by 3 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. Flexural–torsional buckling of steel circular arches with I-section under central concentrated load in elevated-temperature environment;Thin-Walled Structures;2024-03

2. Enhanced buckling reduction factors using amplified imperfections for existing steel structures;Journal of Constructional Steel Research;2024-03

3. Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling;Engineering Structures;2024-02

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