2011
DOI: 10.1016/j.compstruc.2011.06.002
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Three dimensional SPH–FEM gluing for simulation of fast impacts on concrete slabs

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Cited by 50 publications
(18 citation statements)
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“…This approach was devised as a multiscale method, but it also serves to distinguish regions of high and low deformations. Chuzel-Marmot et al [28] introduced a similar formulation and demonstrated it for deep penetration of concrete targets. In the aforementioned hybrid method of Fahrenthold and co-workers [11,12], the interface between the particle and element methods is essentially distributed throughout the domain, with shared dependence on the same displacement and velocity fields.…”
Section: Introductionmentioning
confidence: 96%
“…This approach was devised as a multiscale method, but it also serves to distinguish regions of high and low deformations. Chuzel-Marmot et al [28] introduced a similar formulation and demonstrated it for deep penetration of concrete targets. In the aforementioned hybrid method of Fahrenthold and co-workers [11,12], the interface between the particle and element methods is essentially distributed throughout the domain, with shared dependence on the same displacement and velocity fields.…”
Section: Introductionmentioning
confidence: 96%
“…The coupling SPH-FE method was proposed by Attawayy and Johnson [11,12], and was widely used in the analysis of large deformation of fluid and ballistic impact, crack propagation problems [13,14]. The contact algorithm between the SPH particles and FE nodes is the key problem of coupling SPH-FE method, early scholars analyzed this contact algorithm mainly based on master-slave structure algorithm [15], this algorithm needs to build the contact surface and calculate the normal of the surface, which need too much computation.…”
Section: Contact Algorithm Of Coupling Sph-fe Methodsmentioning
confidence: 99%
“…Hence, fragmentation is a natural outcome of the simulation. The CPM was developed in three-dimensions and extended to fracture in shells [49,50] including FSI (fluid-structure-interaction) [51][52][53], ductile fracture [54][55][56] and other problems [57][58][59][60][61][62][63][64][65][66][67][68][69][70][71].…”
Section: Introductionmentioning
confidence: 99%