| contributor author | C. M. Wang | |
| contributor author | Tun Myint Aung | |
| contributor author | S. Kitipornchai | |
| contributor author | Y. Xiang | |
| date accessioned | 2017-05-08T22:41:38Z | |
| date available | 2017-05-08T22:41:38Z | |
| date copyright | August 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%290733-9399%282009%29135%3A8%28892%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86716 | |
| description abstract | This paper is concerned with the plastic-buckling of rectangular plates under uniaxial compressive and shear stresses. In the prediction of the plastic-buckling stresses, we have adopted the incremental theory of plasticity for capturing the inelastic behavior, the Mindlin plate theory for the effect of transverse shear deformation, the Ramberg-Osgood stress–strain relation for the plate material, and the Ritz method for the bifurcation buckling analysis. The interaction curves of the plastic uniaxial buckling stress and the plastic shear buckling stress for thin and thick rectangular plates are presented for various aspect ratios. The effect of transverse shear deformation is examined by comparing the interaction curves obtained based on the Mindlin plate theory and the classical thin plate theory. | |
| publisher | American Society of Civil Engineers | |
| title | Plastic-Buckling of Rectangular Plates under Combined Uniaxial and Shear Stresses | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 8 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2009)135:8(892) | |
| tree | Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 008 | |
| contenttype | Fulltext | |
