A structural optimization algorithm is developed for shallow trusses undergoing large de#ections subject to a system stability constraint. The method combines the non-linear buckling analysis, through displacement control technique, with the optimality criteria approach. Four examples illustrate the
Optimum structural design with stability constraints
โ Scribed by N. S. Khot; V. B. Venkayya; L. Berke
- Publisher
- John Wiley and Sons
- Year
- 1976
- Tongue
- English
- Weight
- 864 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0029-5981
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โฆ Synopsis
Abstract
This paper presents an optimization method based on optimality criterion for minimum weight of structures with stability requirements. A recurrence relation is derived and the method is explained in the context of the displacement method of finite element analysis. The incipient buckling of the structure is determined by a linear eigenvalue solution. The method is programmed for trusses and frames. Illustrative problems are given to show the applicability of the method of design of structures with a large number of design variables.
๐ SIMILAR VOLUMES
The algorithm optimization presented uses the optimality criteria method so as to minimize the total weight of the structure in the presence of a constraint of the damping type. The goal of this study is to increase the structural damping by optimizing the viscoelastic and elastic material distribut
## I NTRODUCTl ON Optimization techniques have now been applied to structural design for nearly thirty years. However, the great majority of this work has been limited to research activities directed at developing the methods, improving algorithms, and understanding their capabilities and limitati