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


Bending of rectangular orthotropic thin plates with rotationally restrained edges: A finite integral transform solution
Institution:Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, ON N2L 3G1, Canada
Abstract:The present study deals with the bending of rectangular orthotropic thin plates with rotationally restrained edges under arbitrary transverse loads. The finite integral transform method is herein applied to obtain exact analytical solution. Unlike the conventional superposition method, the proposed method is simple and straightforward with more accurate results. In order to reflect the relative stiffness of the plate and the rotational elastic restraints, a new rotational fixity factor is introduced to define elastic restraints against rotation along edges and a general boundary condition will be presented. Simply supported or clamped edges turn out to be particular, limiting situations. The effect of rotational restraints, load distributions and aspect ratios on plate bending is investigated by comprehensive numerical results. The accuracy and convergence of the present formulation are assessed by comparing with previously reported results. Excellent agreements are reached and some new results are provided for further comparison by other methods.
Keywords:
本文献已被 ScienceDirect 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