| contributor author | A. A. Khdeir | |
| date accessioned | 2017-05-08T22:24:59Z | |
| date available | 2017-05-08T22:24:59Z | |
| date copyright | May 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9399%281989%29115%3A5%28952%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80220 | |
| description abstract | An exact solution to the buckling of antisymmetric angle‐ply laminated plates is developed for a variety of boundary conditions. The procedure, based on a generalized Lévy type solution considered in conjunction with the state space concept, is applicable to rectangular plates with two opposite edges simply supported and the remaining ones subjected to a combination of clamped, simply supported, and free boundary conditions. The solutions are obtained for the Yang, Norris, and Stavsky (YNS) theory which is a generalization of Mindlin's theory for isotropic plates to laminated anisotropic plates and includes shear deformation. | |
| publisher | American Society of Civil Engineers | |
| title | Stability of Antisymmetric Angle‐Ply Laminated Plates | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 5 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1989)115:5(952) | |
| tree | Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005 | |
| contenttype | Fulltext | |
