Vibration and buckling analysis of double-functionally graded Timoshenko beam system on Winkler-Pasternak elastic foundation

被引：94

作者：

Deng, Hao ^{[1
]}

Chen, KaiDong ^{[1
]}

Cheng, Wei ^{[1
]}

Zhao, ShouGen ^{[1
]}

机构：

[1] Beihang Univ, Sch Aeronaut Sci & Engn, Beijing 100191, Peoples R China

来源：

COMPOSITE STRUCTURES | 2017年 / 160卷

关键词：

Vibration and buckling; Double-beam system; Dynamic stiffness method; Functionally graded Timoshenko beam; Dynamic characteristic; DYNAMIC STIFFNESS MATRIX; HIGHER-ORDER SHEAR; FGM CYLINDRICAL PANELS; NONLINEAR RESPONSE; DEFORMATION-THEORY; PLATES; STABILITY; EFFICIENT;

D O I：

10.1016/j.compstruct.2016.10.027

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

To acquire exact solutions of double-functionally graded Timoshenko beam system on Winkler-Pasternk elastic foundation, which are benchmarks of double-beam systems in the field of engineering, motion differential equations of double-beam system are derived using Hamilton's principle. In this paper, the exact dynamic stiffness matrix of double-functionally graded Timoshenko beam system on Winkler-Pasternak under axial loading are established and the damping of the connecting layer is also taken into consideration. The exact natural frequency and buckling load are obtained using Wittrick-William algorithm. To comprehensively analyze dynamic characteristics of double beam system, the effect of gradient parameter, foundation parameters, axial loading and connecting stiffness on the frequency and buckling load is compared, and the influence of damping factor is also investigated. Finally, dynamic response of double-beam system is studied using Fourier transformation. (C) 2016 Elsevier Ltd. All rights reserved.

引用

页码：152 / 168

页数：17

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