Sensitivity analysis for non-linear elastic structures in regular and critical states is ΓΏrst discussed including design parameters and initial imperfections. Next, the optimal design problem is formulated by considering imperfect structures and setting constraints on de ections and stresses. For st
Design of framed structures: an integrated non-linear analysis and optimal minimum weight design
β Scribed by S. Pezeshk
- Publisher
- John Wiley and Sons
- Year
- 1998
- Tongue
- English
- Weight
- 345 KB
- Volume
- 41
- Category
- Article
- ISSN
- 0029-5981
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β¦ Synopsis
The aim of this paper is to develop a structural optimization algorithm based on optimality criterion approach to achieve a minimum weight structure that satisfies a set of displacement constraints. Optimal designs are found considering both linear and non-linear behaviour of the structure and compared through an example problem. Many algorithms have been developed to determine the optimal minimum weight design of framed structures under a set of displacement constraints; however, in almost all of them linear analyses are performed. This paper shows how the non-linear analysis will effect the optimal design of a structure 1998
π SIMILAR VOLUMES
A method for minimum weight design of non-linear elastic structures with prescribed buckling strength is presented. The problem is treated for simple critical states both in the case of the bifurcation point and in the case of the turning point. Problems are shown to illustrate the applicability of
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