Post-buckling behavior of imperfect laminated composite plates with rotationally-restrained edges-Reference-Cited by-同舟云学术

Post-buckling behavior of imperfect laminated composite plates with rotationally-restrained edges

Published:2015-07 Issue: Volume:125 Page:117-126
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Chen Qingyuan,Qiao Pizhong

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference22 articles.

1. A method for analyzing elastic large deflection behavior of perfect and imperfect plates with partially rotation-restrained edges;Paik;J Offshore Mech Arct Eng,2012

2. Single-mode solution for post-buckling analysis of composite panels with elastic restraints loaded in compression;Vescovini;Compos Part B Eng,2012

3. The post-buckling behaviour of thin flat plates in compression with the unloaded edges elastically restrained against rotation;Rhodes;J Mech Eng Sci,1971

4. Analytical formulation for local buckling and post-buckling analysis of stiffened laminated panels;Bisagni;Thin-Walled Struct,2009

5. Analytical calculation of local buckling and post-buckling behavior of isotropic and orthotropic stiffened panels;Stamatelos;Thin-Walled Struct,2011

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3. Buckling and postbuckling of rotationally-restrained laminated composite plates under shear;Thin-Walled Structures;2021-04

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