Development Of Soft Particle Code Sparc


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Development of Soft Particle Code (SPARC)


Development of Soft Particle Code (SPARC)

Author: Chien-Hsun Chen

language: en

Publisher: Logos Verlag Berlin GmbH

Release Date: 2015-08-31


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This work aims at developing a numerical simulation method, Soft PARticle Code (SPARC). The term textit soft emphasizes that no boundaries between particles are defined and every particle possesses a support consisting of a set of adjacent particles. The polynomial interpolation/approximation method is utilized for the evaluation of spatial derivatives using the information carried by particles in supports. The system of equations consisting of spatial derivatives is solved using an iterative nonlinear solver and the computation of the Jacobian matrix is parallelized. The simulations of laboratory tests have been carried out to show the applications and limitations of the current version of SPARC. In addition to the simulations, laboratory (zig-zag) model tests using fine sand were carried out, in which the cyclic tilt of a retaining wall induces a peculiar motion in the backfill (sand), with closed trajectories (eddies).

Development of Soft Particle Code (SPARC).


Development of Soft Particle Code (SPARC).

Author: Chien-Hsun Chen

language: en

Publisher:

Release Date: 2015


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Applications and developments of Barodesy


Applications and developments of Barodesy

Author: Fabian Schranz

language: en

Publisher: Logos Verlag Berlin GmbH

Release Date: 2019-04-01


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Barodesy is a constitutive model for granular materials such as sand and clay. It is based on the asymptotic behaviour of granular media at a constant deformation rate. In this work the existing sand version of Barodesy is improved. For this purpose, the underlying scalar equations are simplified using different concepts from soil mechanics. The improved version is also compared with laboratory tests and different elastoplastic and hypoplastic constitutive relations. Also the stability of slopes and advanced stress paths such as the rotation of the princple stresses are investigated with these models.