Effect of forcing frequency on nonlinear dynamic pulse buckling of imperfect rectangular plates with different boundary conditions

被引:6
|
作者
Azarboni, H. Ramezannezhad [1 ]
Darvizeh, M. [2 ]
Darvizeh, A. [3 ]
Ansari, R. [2 ]
机构
[1] Islamic Azad Univ, Ramsar Branch, Dept Mech Engn, Ramsar, Iran
[2] Univ Guilan, Dept Mech Engn, POB 3756, Rasht, Iran
[3] Islamic Azad Univ, Bandar Anzali Branch, Dept Mech Engn, Bandar Anzali, Iran
关键词
Dynamic buckling; Forcing frequency; Pulse duration; Exponential impulsive loading; Galerkin method; CYLINDRICAL-SHELLS; COLUMNS; BEAM; CRITERIA; SUBJECT;
D O I
10.1016/j.tws.2016.06.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present study was aimed to investigate the influence of forcing frequency on nonlinear dynamic pulse buckling of imperfect rectangular plates with six different boundary conditions. The Galerkin's approximate method on the basis of polynomial and trigonometric mode shape functions is used to reduce the governing nonlinear partial differential equations to ordinary nonlinear differential equations. Moreover a numerical study of these governing equations is accomplished by Runge Kutta integration methods. The convergence of the polynomial and trigonometric mod shape functions are investigated to compute the dynamic response of plate. The effects of frequency of impulse loading and boundary conditions on the deflection histories of plate are studied. The dynamic response of plate subjected to impulsive loading with different forcing frequency is compared to results obtained by exponential impulsive loading. The results show that, by increasing the forcing frequency of impulsive loading, the maximum displacement of plate increases and converge with lower values to response of plate subjected to exponential impulse. Moreover, different boundary conditions and various pulse functions have significant influence on the dynamic response of the plate. (C) 2016 Elsevier Ltd. All rights reserved.
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页码:57 / 65
页数:9
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