On the dynamic buckling of truncated conical shells with functionally graded coatings subject to a time dependent axial load in the large deformation

被引:48
作者
Sofiyev, A. H. [1 ]
机构
[1] Suleyman Demirel Univ, Dept Civil Engn, TR-32260 Isparta, Turkey
关键词
Layered structures; Buckling; Analytical modeling; Numerical analysis; FREE-VIBRATION ANALYSIS; CYLINDRICAL-SHELLS; SANDWICH PLATES; THICKNESS SUBJECT; FGM; STABILITY;
D O I
10.1016/j.compositesb.2013.10.013
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A study has been made to determine the critical time parameters of truncated conical shells with functionally graded coatings (FGCs) and subjected to a time dependent axial load in the large deformation. The method of solution utilizes Superposition principle and Galerkin procedure. Donnell-Karman type non-linear differential equations for the truncated conical shell with FGCs are derived and reduced to ordinary differential equation with the time dependent coefficient. The Runge-Kutta method and modified Budiansky-Roth criterion are then used to solve this non-linear differential equation with the time dependent coefficient. Finally, effects of compositional profiles of coatings, variation of truncated conical shell parameters and loading speed on the dimensionless linear and non-linear critical time parameters have been studied. Comparing the results of this study with those in the literature validates the present analysis. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:524 / 533
页数:10
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