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Use of the iterative solution method for coupled finite element and boundary element modeling; Yucca Mountain Site Characterization Project
Author(s) -
J.R. Koteras
Publication year - 1993
Language(s) - English
Resource type - Reports
DOI - 10.2172/139249
Subject(s) - geomechanics , finite element method , solver , boundary element method , computer science , boundary (topology) , coupling (piping) , mathematics , boundary value problem , iterative method , mathematical optimization , computational science , geology , algorithm , engineering , geotechnical engineering , structural engineering , mathematical analysis , mechanical engineering
Tunnels buried deep within the earth constitute an important class geomechanics problems. Two numerical techniques used for the analysis of geomechanics problems, the finite element method and the boundary element method, have complementary characteristics for applications to problems of this type. The usefulness of combining these two methods for use as a geomechanics analysis tool has been recognized for some time, and a number of coupling techniques have been proposed. However, not all of them lend themselves to efficient computational implementations for large-scale problems. This report examines a coupling technique that can form the basis for an efficient analysis tool for large scale geomechanics problems through the use of an iterative equation solver

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