Structural optimization using incremental equations and sequential linear programming

被引：0
|
作者：
Keith MacBain
W. R. Spillers
机构：
[1] Geiger Engineers,Civil and Environmental Engineering
[2] NJ Institute of Technology,undefined
来源：
Structural and Multidisciplinary Optimization | 2006年 / 32卷
关键词：
Linear Programming Problem; Stress Constraint; Allowable Stress; Displacement Constraint; Structural Optimization Problem;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
This paper discusses the use of the incremental equations of structural mechanics and the technique of sequential linear programming as a general solver for structural optimization problems. The use of the incremental equations simplifies the formation of the problem, while sequential linear programming provides a trusted tool for its solution. Examples from design for allowable stress, specified displacements, buckling, and optimal shape are included. It is concluded that these methods comprise a simple tool for use by the structural engineer.
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页码：423 / 426
页数：3
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