首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Buckling and free vibration analyses of laminated composite plates by using two new hyperbolic shear-deformation theories
Authors:S S Akavci  A H Tanrikulu
Institution:(1) Department of Architecture, University of Cukurova, 01330 Balcali, Adana, Turkey;(2) Department of Civil Engineering, University of Cukurova, 01330 Balcali, Adana, Turkey
Abstract:Two new hyperbolic displacement models, HPSDT1 and HPSDT2, are used for the buckling and free vibration analyses of simply supported orthotropic laminated composite plates. The models contain hyperbolic expressions to account for the parabolic distributions of transverse shear stresses and to satisfy the zero shear-stress conditions at the top and bottom surfaces of the plates. The equation of motion for thick laminated rectangular plates subjected to in-plane loads is deduced through the use of Hamilton’s principle. Closed-form solutions are obtained by using the Navier technique, and then the buckling loads and the fundamental frequencies are found by solving eigenvalue problems. The accuracy of the models presented is demonstrated by comparing the results obtained with solutions of other higher-order models given in the literature. It is found that the theories proposed can predict the fundamental frequencies and buckling loads of cross-ply laminated composite plates rather accurately. Russian translation published in Mekhanika Kompozitnykh Materialov, Vol. 44, No. 2, pp. 217–230, March–April, 2008.
Keywords:laminated plate  shear de formation  hyperbolic expressions  composite  buckling  free vibration
本文献已被 SpringerLink 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号