A series solution for free vibration of moderately thick cylindrical shell with general boundary conditions

被引：29

作者：

Zhang, Wei ^{[1
]}

Fang, Zheng ^{[1
]}

Yang, Xiao-Dong ^{[1
]}

Liang, Feng ^{[1
]}

机构：

[1] Beijing Univ Technol, Coll Mech Engn, Beijing Key Lab Nonlinear Vibrat & Strength Mech, Beijing 100124, Peoples R China

来源：

ENGINEERING STRUCTURES | 2018年 / 165卷

基金：

中国国家自然科学基金;

关键词：

General boundary conditions; Moderately thick cylindrical shell; Vibration; Unified series method; SHEAR DEFORMATION-THEORY; DISCRETE SINGULAR CONVOLUTION; RECTANGULAR-PLATES; PIEZOELECTRIC LAYERS; LAMINATED SHELLS; SHALLOW SHELLS; CONICAL SHELLS;

D O I：

10.1016/j.engstruct.2018.03.049

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, a modified Fourier cosine series method for beams and plates is proposed for free vibration analysis of moderately thick cylindrical shell with general boundary conditions. Displacement functions are assumed as a superposition of Fourier cosine series and two types of supplementary functions. Traditional method for elastic constraint which has been used in the classical thin shells is extended to treat the moderately thick shell involving first-order shear theory. The advantage of the approach is that the method can conveniently solve general boundary conditions including elastic constraints in practical engineering field by only varying the stiffness coefficients.

引用

页码：422 / 440

页数：19

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