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.

引用

页码：423 / 426

页数：3

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