Nonlinear vibration and dynamic response of simply supported shear deformable laminated plates on elastic foundations

被引:62
作者
Huang, XL [1 ]
Zheng, JJ
机构
[1] Shanghai Jiao Tong Univ, Sch Civil Engn & Mech, Shanghai 20030, Peoples R China
[2] Shanghai Jiao Tong Univ, Sch Naval Architecture & Ocean Engn, Shanghai 20030, Peoples R China
基金
中国国家自然科学基金;
关键词
nonlinear vibration; dynamic response; laminated shear deformable plate; Pasternak-type elastic foundation; higher order shear deformation plate theory; perturbation method;
D O I
10.1016/S0141-0296(03)00064-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Nonlinear vibration and dynamic response are presented for a simply supported, shear deformable laminated plate subjected to a transverse dynamic load combined with initial in-plan static loads and resting on a two-parameter (Pastemak-type) elastic foundation. The formulations are based on Reddy's higher order shear deformation plate theory and general von Karman-type equation, which includes the plate-foundation interaction. Two cases of the in-plane boundary conditions are considered. The equations of motion are solved by means of a perturbation technique to determine nonlinear frequencies and dynamic responses of symmetric cross-ply and antisymmetric angle-ply shear deformable laminated plates. The effects of amplitude ratio, foundation stiffness and initial in-plane loads on frequency ratios and dynamic responses are also studied. The results show that the foundation stiffness and initial in-plane loads have a significant effect on the nonlinear to linear frequency ratios as well as dynamic response of shear deformable laminated plates. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1107 / 1119
页数:13
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