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
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
ELASTIC BUCKLING OF SIMPLY SUPPORTED RECTANGULAR PLATES UNDER BENDING,SHEAR AND BEARING STRESSES
Received Date: 2013-01-20Publish Date:
2013-04-20
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.
References
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