Buckling and vibration of shear deformable functionally graded orthotropic cylindrical shells under external pressures

被引：91

作者：

Sofiyev, A. H. ^{[1
]}

Kuruoglu, N. ^{[2
]}

机构：

[1] Suleyman Demirel Univ, Dept Civil Engn, TR-32200 Isparta, Turkey

[2] Bahcesehir Univ, Dept Math & Comp Sci, Istanbul, Turkey

来源：

THIN-WALLED STRUCTURES | 2014年 / 78卷

关键词：

FGM; Orthotropy; Shear deformation; Vibration; Buckling; Cylindrical shells; LAMINATED COMPOSITE; CONICAL SHELLS; POSTBUCKLING ANALYSIS; RECTANGULAR PLATE; ROTATORY INERTIA; STATIC ANALYSIS; ORDER THEORY; PANELS; REVOLUTION; STABILITY;

D O I：

10.1016/j.tws.2014.01.009

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this study, the vibration and buckling of functionally graded (FG) orthotropic cylindrical shells under external pressures is investigated using the shear deformation shell theory (SDST). The basic equations of shear deformable FG orthotropic cylindrical shells are derived using Donnell shell theory and solved using the Galerkin method. Parametric studies are made to investigate effects of shear deformation, orthotropy, compositional profiles and shell characteristics on the dimensionless frequency parameter and critical external pressures. Some comparisons among various theories have been performed in order to show the differences between the parabolic shear deformation theory (PSDT) and several higher-order shear deformation theories (HSDTs). (C) 2014 Elsevier Ltd. All rights reserved.

引用

页码：121 / 130

页数：10

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