Simulation of shear bands with soft particle code (SPARC) and FE

DOI10.1007/s13137-016-0091-2zbMath1396.74097OpenAlexW2561194822WikidataQ59607464 ScholiaQ59607464MaRDI QIDQ1706733

Barbara Schneider-Muntau, S. M. Iman Bathaeian, Chien Hsun Chen

Publication date: 28 March 2018

Published in: GEM - International Journal on Geomathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s13137-016-0091-2

zbMATH Keywords

finite element methodshear bandsoft particle code (SPARC)biaxial testbarodesy

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30) Numerical interpolation (65D05) Nonlinear constitutive equations for materials with memory (74D10) Packaged methods for numerical algorithms (65Y15) PDEs in connection with mechanics of deformable solids (35Q74) Strong solutions to PDEs (35D35)

Related Items (3)

Meshfree generalized finite difference methods in soil mechanics. II: Numerical results ⋮ Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE ⋮ Soft PARticle Code

Cites Work

• Unnamed Item
• Meshfree generalized finite difference methods in soil mechanics. I: Theory
• Meshless methods based on collocation with radial basis functions
• A stabilized least-squares radial point collocation method (LS-RPCM) for adaptive analysis
• Consistent tangent operators for constitutive rate equations
• Radial point interpolation based finite difference method for mechanics problems

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