Flexural–torsional buckling of thin-walled beam members based on shell buckling theory-Reference-Cited by-同舟云学术

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Flexural–torsional buckling of thin-walled beam members based on shell buckling theory

Published:2004-12 Issue:12 Volume:42 Page:1665-1687
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhang Lei,Tong Gengshu

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Buckling strength of metal structures;Bleich,1952

2. Theory of elastic stability;Timoshenko,1961

3. Thin-walled elastic beams;Vlasov,1959

4. Stability of mono-symmetric beams and cantilever;Anderson;Journal of the Structural Division, ASCE,1972

5. Bifurcation experiments on mono-symmetric cantilevers;Attard,1990

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3. Analysis of non-uniform polygonal cross-sections for thin-walled functionally graded straight and curved beams;Engineering Structures;2021-01

4. Torsional buckling analyses of functionally graded porous nanocomposite cylindrical shells reinforced with graphene platelets (GPLs);Mechanics Based Design of Structures and Machines;2019-09-20

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