Simulation of shear bands with Soft PARticle Code (SPARC) and FE

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Simulation of shear bands with Soft PARticle Code (SPARC) and FE

The aim of this paper is to numerically investigate the development, thickness and orientation of shear bands, in biaxial test with two approaches towards solving problems of continuum mechanics, namely the meshless "Soft PARticle" method and the mesh based Finite Element method. Soft PArticle Code (SPARC) is a straightforward collocation numerical method based on strong formulation, in which a...

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ژورنال

عنوان ژورنال: GEM - International Journal on Geomathematics

سال: 2017

ISSN: 1869-2672,1869-2680

DOI: 10.1007/s13137-016-0091-2