Inelastic transient dynamic analysis of three-dimensional problems by BEM
β Scribed by S. Ahmad; P. K. Banerjee
- Publisher
- John Wiley and Sons
- Year
- 1990
- Tongue
- English
- Weight
- 906 KB
- Volume
- 29
- Category
- Article
- ISSN
- 0029-5981
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β¦ Synopsis
A direct Boundary Element formulation and its numerical implementation for inelastic transient dynamic analysis of three-dimensional solids is presented. The formulation is based on an initial stress approach and is the first ever of its kind in the field ofrthe Boundary Element Method. This formulation employs the Navierzauchy equation of motion, Graffis dynamic reciprocal theorem, Stokes' fundamental solution and the Divergence theorem, together with Kinematical and Constitutive equations to obtain the pertinent integral equations of the problem in the time domain within the context of small displacement theory of elastoplasticity. The boundary integral equations are cast in an incremental form, in which elastoplastic relations of the incremental type are used for the material description. These equations are then solved using a time-stepping algorithm in conjunction with an iterative solution scheme to satisfy the constitutive relations. Higher order shape functions are used to appraximate the field quantities in space as well as in time. Finally, the applicability of this methodology is demonstrated by presenting a few example problems.
π SIMILAR VOLUMES
The boundary element method (BEM) has been known for some time to be extremely useful for the solution of elastic stress analysis problems involving high stress/strain gradients. In particular, the method has been extensively used for the study of both two and three-dimensional fracture mechanics pr
An advanced implementation of the direct boundary element method applicable to transient problems involving threedimensional solids of arbitrary shape and connectivity is presented. The work first focuses on the formulation of the method, followed by a discussion of the fundamental singular solution