SHAPE SENSITIVITY ANALYSIS USING THE INDIRECT BOUNDARY-ELEMENT METHOD

被引:1
|
作者
BEDAIR, OK
THOMPSON, JC
机构
[1] Civil Engineering Department, University of Waterloo, Waterloo, N2L 3G1, Ontario
来源
STRUCTURAL OPTIMIZATION | 1993年 / 6卷 / 02期
关键词
D O I
10.1007/BF01743344
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The paper describes a novel formulation for the computation of the design sensitivities required for shape optimization problems using the indirect boundary element method. As a first stage, the system of equations that evaluate the fictitious traction sensitivities is differentiated with respect to shape design variables. The stress or displacement sensitivities are then evaluated by direct substitution of the fictitious traction sensitivities into the differentiated stress or displacement kernels. Two other finite difference-based techniques for the evaluation of the stress sensitivities, using the indirect boundary element method are also presented. The advantages and the drawbacks of each approach are discussed. These methods have been shown to be effective, accurate and can be incorporated in an existing BE code with much less programming effort than other BE-based techniques. The efficiency of the three methods is illustrated by optimizing the shape of a 90-degrees V-notch. In all cases, convergence is achieved within three to four iterations. Various approximate techniques are suggested to minimize the computation cost of the optimization problem. These techniques are based on the fundamental features of the stress field, the differentiated kernels and the system of matrices of the optimization problem. Investigations have shown that employing these techniques yields more than a 50% reduction in computer time with insignificant loss of accuracy.
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页码:116 / 122
页数:7
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