Buckling and post-buckling behaviour of rectangular plates under linearly varying compression and shear: part 1 — Theoretical analysis-Reference-Cited by-同舟云学术

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Buckling and post-buckling behaviour of rectangular plates under linearly varying compression and shear: part 1 — Theoretical analysis

Published:1992-01 Issue:1 Volume:14 Page:59-87
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zaraś J.,Rhodes J.,Królak M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Buckling Strength of Metal Structures;Bleich,1952

2. Theory of Elastic Stability;Timoshenko,1961

3. Ustoichiovost Deformiruyemych System;Volmir,1967

4. Background to Buckling;Allen,1980

5. Buckling stress of simply supported rectangular flat plates in shear;Stein;NACA,1947

Cited by 7 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. Postbuckling Responses of the Panels Subjected to Combined Compression and Shear Stresses;Procedia Engineering;2017

2. Explicit local buckling analysis of rotationally-restrained orthotropic plates under uniform shear;Composite Structures;2011-10

3. Shear buckling in foam-filled web core sandwich panels using a Pasternak foundation model;Thin-Walled Structures;2010-06

4. Deflection behaviour of plate girders loaded in shear at elevated temperatures;Journal of Constructional Steel Research;2009-04

5. Flexural–torsional performance of thin-walled steel hollow box columns subjected to a cyclic eccentric load;Thin-Walled Structures;2007-02

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