2015
DOI: 10.1016/j.cma.2015.02.020
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A mesh-grading material point method and its parallelization for problems with localized extreme deformation

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Cited by 24 publications
(6 citation statements)
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“… Coupling DPD with other improved material point methods (e.g., GIMP [18], CPDI [19], DDMP [20], and mesh-grading material point method (MGMPM) [44]) might yield better results, particularly for more complicated geometries and systems with large strain rates or strain rate gradients. In the original MPM [15], the numerical error can be huge if no special treatment is used when a material point crosses a boundary on the background mesh, due to the use of local, linear shape functions.…”
Section: Discussionmentioning
confidence: 99%
“… Coupling DPD with other improved material point methods (e.g., GIMP [18], CPDI [19], DDMP [20], and mesh-grading material point method (MGMPM) [44]) might yield better results, particularly for more complicated geometries and systems with large strain rates or strain rate gradients. In the original MPM [15], the numerical error can be huge if no special treatment is used when a material point crosses a boundary on the background mesh, due to the use of local, linear shape functions.…”
Section: Discussionmentioning
confidence: 99%
“…In this section, we use the material point method (MPM) to calculate the impact motion of the debris and a spacecraft (Gong et al 2012;Lian et al 2015). The material domain Ω can be discretized using a set of particles which is covered by the Eulerian background grid.…”
Section: Impact Motionmentioning
confidence: 99%
“…As shown in the previous works, the material point method (MPM), a particle-based method proposed by Sulsky et al, 26 has been developed to deal with several fracture and failure problems involving large deformation, contact and impact. [27][28][29][30] Recently, Kakouris and his co-workers coupled the PFM and MPM successfully and simulated the quasi-static and dynamic fracture behaviors. 31,32 Hu et al developed a coupled PFM-MPM for the fracture in geomaterials involving finite deformation.…”
Section: Introductionmentioning
confidence: 99%