Global/local buckling analysis of thin-walled I-section beams via hierarchical one-dimensional finite elements-Reference-Cited by-同舟云学术

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Global/local buckling analysis of thin-walled I-section beams via hierarchical one-dimensional finite elements

Published:2023-04 Issue: Volume:280 Page:115705
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yang Yichen^ORCID,Hui Yanchuan,Li Ping,Yang Jie^ORCID,Huang Qun,Giunta Gaetano^ORCID,Belouettar Salim,Hu Heng

Funder

Fonds National de la Recherche Luxembourg

National Key Research and Development Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference59 articles.

1. Buckling and post-buckling of thin-walled composite laminated beams—a review of engineering analysis methods;Mittelstedt;Appl Mech Rev,2020

2. Distortion of thin-walled beams of open section assembled of three plates;Pavazza;Eng Struct,2013

3. Seismic performance of light steel-natural timber composite beam-column joint in low-rise buildings;Wang;Eng Struct,2022

4. Vibration prediction of thin-walled composite I-beams using scaled models;Asl;Thin-Walled Struct,2017

5. Buckling mode decomposition of single-branched open cross-section members via finite strip method: Derivation;Ádány;Thin-Walled Struct,2006

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