๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Three dimensional boundary element implicit differentiation formulation for design sensitivity analysis

โœ Scribed by R. Aithal; S. Saigal; S. Mukherjee


Publisher
Elsevier Science
Year
1991
Tongue
English
Weight
796 KB
Volume
15
Category
Article
ISSN
0895-7177

No coin nor oath required. For personal study only.

โœฆ Synopsis


An analytical formulation based on implicit-differentiation of the boundary integral equations, for the determination of structural design sensitivities of three-dimensional continua, is presented here. A semi-analytical and a full-analytical numerical implementation of the sensitivity equations are described. The singular terms for these equations are evaluated using a rigid body motion sensitivity condition. The treatment of design sensitivities due to body forces is included using the particular integral approach. A reduced design sensitivity analysis is described which involves condensation of the equations for the unchanging portion of the design and subsequent expansion of results for the entire design. Numerical results are obtained to study the dependence of the semi-analytical approach on the perturbation step size and also to validate the present formulations through comparisons with alternative solutions.


๐Ÿ“œ SIMILAR VOLUMES


THREE-DIMENSIONAL DESIGN SENSITIVITY ANA
โœ ZEKI ERMAN; ROGER T. FENNER ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 272 KB ๐Ÿ‘ 2 views

A general shape design sensitivity analysis approach, different from traditional sensitivity methods is developed for three-dimensional elastostatic problems. The boundary integral design sensitivity formulation is given in order to obtain traction, displacement and equivalent stress sensitivities w

A three-dimensional boundary element for
โœ A. P. Cisilino; M. H. Aliabadi; J. L. Otegui ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 267 KB ๐Ÿ‘ 2 views

In this paper a general boundary element formulation for the three-dimensional elastoplastic analysis of cracked bodies is presented. The non-linear formulation is based on the Dual Boundary Element Method. The continuity requirements of the field variables are fulfilled by a discretization strategy