𝔖 Bobbio Scriptorium
✦   LIBER   ✦

The boundary-contact problem of elasticity for homogeneous anisotropic media with a contact on some part of the boundaries

✍ Scribed by O. Chkadua


Book ID
112719151
Publisher
Walter de Gruyter GmbH & Co. KG
Year
1995
Tongue
English
Weight
497 KB
Volume
2
Category
Article
ISSN
1072-947X

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


The Nonclassical Boundary-contact Proble
✍ O. O. Chkadua πŸ“‚ Article πŸ“… 1995 πŸ› John Wiley and Sons 🌐 English βš– 664 KB

## Abstract The existence and uniqueness of solutions of the nonclassical boundary‐contact problems (i.e., problems with a contact on some part of the boundaries) of elasticity for homogeneous anisotropic media are investigated in Besov and Bessel potential spaces using methods of potential theory

Some Boundary β€” Contact Problems of the
✍ O. Chkadua πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 982 KB

n-Dimensional (n 2 2) boundary-contact problems of statics of the elasticity theory for homogeneous anisotropic media are investigated when the contact of two bounded domains occurs from the outside on some part of boundaries with mixed boundary conditions. Theorems on the existence and uniqueness o

Error Estimates for the Boundary Element
✍ W. Spann πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 298 KB πŸ‘ 2 views

## Dedicated to G. C. Hsiao on the occasion of his 60th birthday The two-dimensional frictionless contact problem of linear isotropic elasticity in the half-space is treated as a boundary variational inequality involving the Poincare-Steklov operator and discretized by linear boundary elements. Qua

Numerical analysis of elastic contact pr
✍ B. W. Dandekar; R. J. Conant πŸ“‚ Article πŸ“… 1992 πŸ› John Wiley and Sons 🌐 English βš– 739 KB

A boundary integral equation formulation for the analysis of two-dimensional elastic contact problems with friction is developed. In this formulation, the contact equations are written explicitly with both tractions and displacements retained as unknowns. These equations are arranged such that a blo