2016
DOI: 10.1002/nme.5193
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An interface integral equation method for solving general multi-medium mechanics problems

Abstract: SUMMARYIn this paper, based on the general stress-strain relationship, displacement and stress boundary-domain integral equations are established for single medium with varying material properties. From the established integral equations, single interface integral equations are derived for solving general multi-medium mechanics problems by making use of the variation feature of the material properties. The displacement and stress interface integral equations derived in this paper can be applied to solve non-ho… Show more

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Cited by 25 publications
(6 citation statements)
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“…The most representative numerical methods are the finite difference method, 1,2 finite element method (FEM), [3][4][5][6] finite volume method, 7 and boundary element method. [8][9][10][11] Motivated by the goal of efficient and robust discretization schemes in computational solid mechanics, the virtual element method has been proposed 12,13 and developed for nonlinear problems. 14 To avoid the mesh generation in the above mesh-based methods, the mesh-free methods (MFMs) [15][16][17][18][19] have been proposed and developed rapidly.…”
Section: Introductionmentioning
confidence: 99%
“…The most representative numerical methods are the finite difference method, 1,2 finite element method (FEM), [3][4][5][6] finite volume method, 7 and boundary element method. [8][9][10][11] Motivated by the goal of efficient and robust discretization schemes in computational solid mechanics, the virtual element method has been proposed 12,13 and developed for nonlinear problems. 14 To avoid the mesh generation in the above mesh-based methods, the mesh-free methods (MFMs) [15][16][17][18][19] have been proposed and developed rapidly.…”
Section: Introductionmentioning
confidence: 99%
“…BEM only needs to discretize the boundary of the problem into elements, which not only can reduce the dimension, but also can easily simulate some special cases like crack and stress concentration [8], [12]. However, the final system of BEM has a dense coefficient matrix and the fundamental solutions are derived from the linear problems, which severely limits the application of BEM in large problems, nonlinear and nonhomogeneous problems [12], [15]. Different from mesh-dependent methods, MFM only needs a group of distributed nodes in the computational domain and barely needs elements.…”
Section: Introductionmentioning
confidence: 99%
“…In the weak‐form technique, the frequently used methods are the finite element method (FEM), boundary element method (BEM), finite volume method (FVM), and a part of mesh free methods (MFM) . In this technique, the spatially partial derivatives of physical variables appearing in the governing PDEs are converted into some terms, including the physical variables and their lower orders of derivatives based on a mathematical principle, eg, the variational principle, or a mechanical principle, eg, the energy principle .…”
Section: Introductionmentioning
confidence: 99%
“…The drawbacks of FEM are mainly embodied in that a variational or a virtual work principle is needed to establish the FEM algorithm and the resulted integrals need to be evaluated over the discretized elements. Comparing to FEM, BEM only needs to discretize the boundary of the problem into elements, which not only can reduce the dimensions of the problem but also can easily simulate the stress concentration behaviors . One of the drawbacks of BEM is that the fundamental solutions are derived from linear problems, and therefore it is difficult to establish a pure BEM algorithm for nonlinear and nonhomogeneous problems .…”
Section: Introductionmentioning
confidence: 99%
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