Analysis of isotropic and multilayered plates and shells by using a generalized higher-order shear deformation theory
- 作者：J.L. Mantari ; C. Guedes Soares ; guedess@mar.ist.utl.pt
- 关键词：Higher order shear deformation ; Dynamic ; Static ; Doubly-curved shells
- 刊名：Composite Structures
- 出版年：2012
- 期刊代码：15_02638223
- 类别：ms
- 出版时间：July, 2012
- 卷：94
- 期：8
- 页码：2640-2656
- 文件大小：813 K
摘要
This paper introduces a generalized 5 degrees of freedom (DOF) higher-order shear deformation theory (HSDT) to study the bending and free vibration of plates and shells, which may be used to create other HSDTs. It also introduces a new HSDT for shells that is more accurate than many available HSDTs despite having the same 5DOF, and which is also able to reproduce the well-known Soldatos鈥?HSDT as special case. The governing equations and boundary conditions of the generalized formulation are derived by employing the principle of virtual work. These equations are solved via Navier-type closed-form solutions. Static and dynamic results are presented for plates and cylindrical and spherical shells with simply supported boundary conditions. Panels are subjected to sinusoidal, distributed and point loads. Results are provided for thick to thin as well as shallow and deep shells. Results from the new and well-known HSDTs introduced and reproduced based on the present generalized 5DOF HSDT are compared with the exact three-dimensional elasticity solution. The present new HSDT for plates and shells is found to be more accurate than the well-known HSDTs developed by other authors, for analyzing the static and free vibration of isotropic and multilayered composite plates and shells.