2015
DOI: 10.1016/j.engfracmech.2015.09.006
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Computation of three-dimensional fracture parameters at interface cracks and notches by the scaled boundary finite element method

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Cited by 61 publications
(36 citation statements)
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“…It has been demonstrated in these works that the high flexibility of the shape of the polygonal elements significantly simplifies the meshing process. The SBFEM has been also applied for 3D fracture problems in [57][58][59].The main objective of this paper is to present a robust, automatic and simple approach for imagebased analysis by combining the SBFEM with a quadtree or an octree mesh generation algorithm for 2D or 3D images, respectively. The quadtree or octree structure can be used to model the geometrical features of different scales efficiently.…”
mentioning
confidence: 99%
“…It has been demonstrated in these works that the high flexibility of the shape of the polygonal elements significantly simplifies the meshing process. The SBFEM has been also applied for 3D fracture problems in [57][58][59].The main objective of this paper is to present a robust, automatic and simple approach for imagebased analysis by combining the SBFEM with a quadtree or an octree mesh generation algorithm for 2D or 3D images, respectively. The quadtree or octree structure can be used to model the geometrical features of different scales efficiently.…”
mentioning
confidence: 99%
“…Based on this general framework provided by differential geometry, there are two ways to derive the weak form (27) in parametric coordinates ξ and to proceed then with a discretization. We start with the strong form (17) in Cartesian coordinates x and then have the following choices:…”
Section: Equivalence Of the Two Approachesmentioning
confidence: 99%
“…and we impose homogeneous boundary conditions u = 0 on ∂Ω. The function u * obviously fulfills the boundary conditions, thus it is the unique solution to (17) with f = −∆u * . We solve (17) using different parametrizations and the known analytical solution is used to compute the numerical error, which is depicted in Fig.…”
Section: Poisson's Equation On a Unit Squarementioning
confidence: 99%
“…The displacement and stress fields are described semianalytically in domains of arbitrary geometry, so rapid convergence and highly accurate solutions can be obtained. The method has been successfully applied to perform many engineering analyses such as elastostatics, elastodynamics, fracture, unbounded media, wave propagation, diffusion, soil‐structure interaction, fluid‐structure interaction, acoustic, electrostatics, electromagnetics, thin plates, sloshing analysis, and isogeometric analysis . Saputra et al presented an automatic and efficient numerical technique to perform the image‐based elastic analysis by quadtree (2D) or octree (3D) mesh based on the SBFEM.…”
Section: Introductionmentioning
confidence: 99%