ELASTIC BUCKLING OF SIMPLY SUPPORTED RECTANGULAR PLATES UNDER BENDING,SHEAR AND BEARING STRESSES

Tong Genshu; Tao Wendeng; Zhang Lei

doi:10.13204/j.gyjz201304005

Volume 43 Issue 4

Dec. 2014

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Tong Genshu, Tao Wendeng, Zhang Lei. ELASTIC BUCKLING OF SIMPLY SUPPORTED RECTANGULAR PLATES UNDER BENDING,SHEAR AND BEARING STRESSES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 22-27. doi: 10.13204/j.gyjz201304005

Citation:

Tong Genshu, Tao Wendeng, Zhang Lei. ELASTIC BUCKLING OF SIMPLY SUPPORTED RECTANGULAR PLATES UNDER BENDING,SHEAR AND BEARING STRESSES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 22-27. doi: 10.13204/j.gyjz201304005

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ELASTIC BUCKLING OF SIMPLY SUPPORTED RECTANGULAR PLATES UNDER BENDING,SHEAR AND BEARING STRESSES

doi: 10.13204/j.gyjz201304005

1.
Institute of High Performance Material and Structure,Zhejiang University,Hangzhou 310058,China?

Received Date: 2013-01-20
Publish Date: 2013-04-20

Abstract

Abstract

The buckling of simply supported rectangular plates under bending, shear and local bearing stresses was analysed using ANSYS.The interaction equations between any two kinds of stresses were first studied and approximate formulas were proposed.The shapes of the interactive curves were explained using the buckling wave similarities.Finaly, the interactive surfaces of the three stresses were studied and correlative formula was also suggested.
- plate,
- buckling,
- bending,
- shear,
- bearing stress,
- combined action ?