Design of truss-structures for minimum weight using genetic algorithms
β Scribed by Kalyanmoy Deb; Surendra Gulati
- Publisher
- Elsevier Science
- Year
- 2001
- Tongue
- English
- Weight
- 237 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0168-874X
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β¦ Synopsis
Optimization of truss-structures for "nding optimal cross-sectional size, topology, and con"guration of 2-D and 3-D trusses to achieve minimum weight is carried out using real-coded genetic algorithms (GAs). All the above three optimization techniques have been made possible by using a novel representation scheme. Although the proposed GA uses a "xed-length vector of design variables representing member areas and change in nodal coordinates, a simple member exclusion principle is introduced to obtain di!ering topologies. Moreover, practical considerations, such as inclusion of important nodes in the optimized structure is taken care of by using a concept of basic and non-basic nodes. Stress, de#ection, and kinematic stability considerations are also handled using constraints. In a number of 2-D and 3-D trusses, the proposed technique "nds intuitively optimal or near-optimal trusses, which are also found to have smaller weight than those that are reported in the literature.
π SIMILAR VOLUMES
In this paper, we formulate an optimal weight design problem of 10 bar truss for a constrained displacement and allowable stress as a statically indeterminate structure problem and solve it directly by keeping the constraint based on an improved genetic algorithm (GA). We discuss the efficiency betw
A regional genetic algorithm (R-GA) is used for the discrete optimal design of truss structures. The chromosomes are selected from a sub-region centred on the continuous optimum. This approach replaces genetic rebirth as previously proposed by other authors, thereby signiΓΏcantly reducing computation
## Abstract In the process of discreteβsizing optimal design of truss structures by Genetic Algorithm (GA), analysis should be performed several times. In this article, the force method is employed for the analysis. The advantage of using this method lies in the fact that the matrices corresponding