Abstract
A hybrid finite element-boundary element code with eight noded isoparametric finite elements and three noded boundary elements is described for plane strain and linear isotropic elasticity. In the direct formulation of the boundary element method, quadratic variation of geometry and displacements, and linear variation of tractions with respect to the element intrinsic coordinates are used. The boundary element region is treated as a super-element in the finite element sense. For the covering abstract of the symposium see TRIS 452576. (Author/TRRL)
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