Elasticity solution of multi-layered shallow cylindrical panels subjected to dynamic loading

被引：1

作者：

Shakeri, M ^{[1
]}

Eslami, MR ^{[1
]}

Alibiglu, A ^{[1
]}

机构：

[1] Amirkabir Univ Technol, Dept Mech Engn, Tehran, Iran

来源：

STEEL & COMPOSITE STRUCTURES | 2002年 / 2卷 / 03期

关键词：

elastictiy; panel; shallow; dynamic; composite;

D O I：

10.12989/scs.2002.2.3.195

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Elasticity solutions to the boundary-value problems of dynamic response under transverse asymmetric load of cross-ply shallow cylindrical panels are presented. The shell panel is simply supported along all four sides and has finite length. The highly coupled partial differential equations are reduced to ordinary differential equations with constant coefficients by means of trigonometric function expansion in the circumferential and axial directions. The resulting ordinary differential equations are solved by Galerkin finite element method. Numerical examples are presented for two (0/90 deg.) and three (0/90/0 deg.) laminations under dynamic loading.

引用

页码：195 / 208

页数：14

共 9 条

[1] 3-DIMENSIONAL ELASTICITY SOLUTION FOR STATIC RESPONSE OF SIMPLY SUPPORTED ORTHOTROPIC CYLINDRICAL-SHELLS [J].