2005
DOI: 10.1007/s10444-004-1817-5
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Material stability analysis of particle methods

Abstract: Material instabilities are precursors to phenomena such as shear bands and fracture. Therefore, numerical methods that are intended for failure simulation need to reproduce the onset of material instabilities with reasonable fidelity. Here the effectiveness of particle discretizations in reproducing of the onset of material instabilities is analyzed in two dimensions. For this purpose, a simplified hyperelastic law and a Blatz-Ko material are used. It is shown that the Eulerian kernels used in smooth particle … Show more

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Cited by 37 publications
(17 citation statements)
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“…Libersky et al [71] were the first to employ SPH in solid mechanics (impact). Since the original SPH version suffered from spurious instabilities and inconsistencies [97,9,101], many improvements were incorporated into SPH [12,88,20,21,61,62,35,36,100,105]. While SPH and their corrected versions were based on a strong form, other methods were developed in the 1990s, based on a weak form.…”
Section: Introductionmentioning
confidence: 99%
“…Libersky et al [71] were the first to employ SPH in solid mechanics (impact). Since the original SPH version suffered from spurious instabilities and inconsistencies [97,9,101], many improvements were incorporated into SPH [12,88,20,21,61,62,35,36,100,105]. While SPH and their corrected versions were based on a strong form, other methods were developed in the 1990s, based on a weak form.…”
Section: Introductionmentioning
confidence: 99%
“…However, tensile instability occurs in meshfree particle methods as long as Eulerian kernels are employed even when the stress point integration scheme is utilized. Xiao and Belytschko [23] performed material stability analysis of meshfree particle methods. They pointed out that Eulerian kernels severely distorted the material instability while Lagrangian kernels can exactly reproduce material instability.…”
Section: Stability Of Meshfree Particle Methodsmentioning
confidence: 99%
“…The perturbed first Piola-Kirchhoff stress tensor is (23) where C i jkl is the first tangential stiffness tensor, and it is…”
mentioning
confidence: 99%
“…To solve engineering problems, powerful numerical methods have been developed, such as the Finite Element Methods (FEM) [1][2][3][4], Finite Difference Methods [5,6], Finite Volume Methods (FVM) [7,8], and recently Meshfree Methods [9][10][11][12][13][14][15][16][17][18][19][20][21][22][23][24][25][26][27][28]. These methods and techniques not only provide solution tools for many engineering problems, but also extend our minds in the quest for even more effective and robust computational methods.…”
Section: Introductionmentioning
confidence: 99%