Incomplete reduced stiffness method for imperfection sensitivity of cylindrical shells-Reference-Cited by-同舟云学术

Incomplete reduced stiffness method for imperfection sensitivity of cylindrical shells

Published:2020-12 Issue: Volume:157 Page:107148
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Ma Xiangtao^ORCID,Hao Peng,Wang Fayao,Wang Bo

Funder

National Natural Science Foundation of China

Liaoning Revitalization Talents Program

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. Buckling of Thin-Walled Circular Cylinders;Peterson,1968

2. Buckling of quasi-perfect cylindrical shell under axial compression: a combined experimental and numerical investigation;Wang;Int. J. Solid Struct.,2017

3. The stability of elastic equilibrium;Koiter;Stab. Elastic Equilib.,1970

4. Elastic buckling of cylindrical shells with elastic cores—II;Karam;Exp. Int. J. Solids Struct.,1995

5. Buckling experiments on damaged cylindrical shells;Hambly;Int. J. Solid Struct.,1996

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