2005
DOI: 10.1016/j.compstruc.2004.10.019
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Continuous blending of SPH with finite elements

Abstract: This paper proposes a methodology for the continuous blending of the finite element method and Smooth Particle Hydrodynamics. The coupled approximation with finite elements and particles, and the discretization of the boundary value problem with a coupled integration, are described. An integration correction is also proposed to stabilize the solution. Some numerical examples demonstrate the applicability of the method.

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Cited by 48 publications
(35 citation statements)
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“…A general overview on existing techniques is presented in [24]. Amongst the different techniques discussed in [24] the continuous blending method [25,26,27] (i.e. introduce standard finite elements along the boundary and adapt the meshfree interpolation functions to obtain completeness) and Nitsche's method [28,29,30] are the most suitable alternatives.…”
Section: Dirichlet Boundary Conditionsmentioning
confidence: 99%
“…A general overview on existing techniques is presented in [24]. Amongst the different techniques discussed in [24] the continuous blending method [25,26,27] (i.e. introduce standard finite elements along the boundary and adapt the meshfree interpolation functions to obtain completeness) and Nitsche's method [28,29,30] are the most suitable alternatives.…”
Section: Dirichlet Boundary Conditionsmentioning
confidence: 99%
“…Although SPH approaches can be applied to problems with severe distortions, they are generally not as good as the finite-element method (FEM) [23][24][25][26][27] -a mature scheme with a high efficiency, suitable for structural applications. Therefore, alongside the SPH approach, the FEM is applied here to model steel/SPS structures and analyse their damage response, considerable effort was dedicated to coupled SPH-FEM methods [28][29][30][31][32][33][34][35][36][37][38] by various researchers in the past years. Johnson et al [28,29] developed a master-slave method to describe a contact between SPH particles and finite elements and used it to simulate highvelocity impacts.…”
Section: Introductionmentioning
confidence: 99%
“…KI φ I (X) (3.50) and has recovered the delta propertŷ Blending meshfree approximation functions with FEM shape functions [18] while preserving the properties of the original shape function. Note that this transformation is only necessary for the shape functions of those points that have one or more constrained nodes inside their support domain.…”
Section: Transformation Methodsmentioning
confidence: 99%