A computational algorithm is developed and applied for optimization of beam and plate structures, subject to constraints on transient dynamic response. A continuous design formulation is retained, with dynamic response governed by partial differential operator equations. Adjoint equations are employ
β¦ LIBER β¦
The analysis of dynamically loaded non-linear structures
β Scribed by I. Davidson; J.N. Bradbury
- Publisher
- Elsevier Science
- Year
- 1978
- Tongue
- English
- Weight
- 637 KB
- Volume
- 45
- Category
- Article
- ISSN
- 0029-5493
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## Abstract The estimation of the parameters (βfictitious densitiesβ) which control the convergence and numerical stability of a nonβlinear Dynamic Relaxation solution is described. The optimal values of these parameters vary during the iterative solution and they are predicted from the GerschgΓΆrin