Sensitivity analysis for non-linear elastic structures in regular and critical states is รฟrst 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 sensitivity and constraint approximation methods for optimization in non-linear analysis
โ Scribed by Valliappan, S. ;Tandjiria, V. ;Khalili, N.
- Publisher
- John Wiley and Sons
- Year
- 1997
- Tongue
- English
- Weight
- 140 KB
- Volume
- 13
- Category
- Article
- ISSN
- 1069-8299
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โฆ Synopsis
For the ยฎnite element non-linear analysis of engineering problems combined with an optimization method, two techniques ร a semi-analytical sensitivity method and bi-point constraint approximation ร have been proposed. To validate the proposed methods, a raft foundation on a soil medium has been analysed and the results have been compared. From the numerical results, it has been found that, for non-linear analysis, the semi-analytical sensitivity method is more ecient than the ยฎnite dierence method and the bi-point approximation gives results which compare favourably with the ยฎnite element results.
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