Nonlinear analysis of trusses through energy minimization

被引:38
|
作者
Toklu, YC [1 ]
机构
[1] Eastern Mediterranean Univ, Gazimagusa, Cyprus
关键词
truss; nonlinear analysis; elasto-plastic analysis; geometric nonlinearity; truss stability; snap-through analysis; optimization; potential energy;
D O I
10.1016/j.compstruc.2004.05.008
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Equilibrium configurations of structures are those that make the potential energy of the system a relative minimum. Based on this principle an adaptive local search procedure is developed where better and better shapes are sought with smaller potential until a relative minimum is reached. The algorithm is applied to trusses and it has been shown that satisfactory results can be obtained for problems with material and geometrical nonlinearities. The method is capable of giving deflected shapes of structures even if they have configurational instability and it can be generalized to be applied to analysis of more general types of structures. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1581 / 1589
页数:9
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