2003
DOI: 10.1002/nme.903
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An ellipsoidal particle–finite element method for hypervelocity impact simulation

Abstract: A number of coupled particle-element and hybrid particle-element methods have been developed

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Cited by 19 publications
(23 citation statements)
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“…These methods, however, are subject to tensile instability and numerical fracture problems. Shivarama and Fahrenthold (2004) suggest a hybrid particle-finite-element method, which avoids tensile stability and numerical fracture problems and eliminates the requirement for special treatment of particle-to-element contact-impact. A modified version of this hybrid particle-finite-element formulation is proposed in Park and Fahrenthold (2005).…”
Section: Mesh-free Methodsmentioning
confidence: 99%
“…These methods, however, are subject to tensile instability and numerical fracture problems. Shivarama and Fahrenthold (2004) suggest a hybrid particle-finite-element method, which avoids tensile stability and numerical fracture problems and eliminates the requirement for special treatment of particle-to-element contact-impact. A modified version of this hybrid particle-finite-element formulation is proposed in Park and Fahrenthold (2005).…”
Section: Mesh-free Methodsmentioning
confidence: 99%
“…In recent years a number of coupled particle-element and hybrid particle-element methods have been introduced, in an attempt to combine the best features of finite element methods and particle methods, in a unified numerical formulation. One such approach is the hybrid particle-element formulation developed by the first author and coworkers [1,2]. This formulation employs particles and elements in tandem.…”
Section: Methodsmentioning
confidence: 99%
“…The results of Shivarama and Fahrenthold [21] allow in the present case Lagrange's equations to take the canonical forṁ…”
Section: Lagrange's Equationsmentioning
confidence: 95%
“…The alternative mixed method of Fahrenthold and co-workers [21] is based on a hybrid particle-finite element formulation. This method in not subject to tensile instability and numerical fracture problems and eliminates the requirement for special treatment of particleto-element contact-impact.…”
Section: Introductionmentioning
confidence: 99%
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