Performance of mixed formulations for the particle finite element method in soil mechanics problems

This paper presents a computational framework for the numerical analysis of fluid-saturated porous media at large strains. The proposal relies, on one hand, on the particle finite element method (PFEM), known for its capability to tackle large deformations and rapid changing boundaries, and, on the...

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Veröffentlicht in:	Computational particle mechanics Jg. 4; H. 3; S. 269 - 284
Hauptverfasser:	Monforte, Lluís, Carbonell, Josep Maria, Arroyo, Marcos, Gens, Antonio
Format:	Journal Article Verlag
Sprache:	Englisch
Veröffentlicht:	Cham Springer International Publishing 01.07.2017 Springer Nature B.V Springer
Schlagworte:	Benchmarks Classical and Continuum Physics Clay Computational Science and Engineering Conservation Deformation Displacement Engineering Finite deformation Finite element analysis Finite element method Formulations Geotechnical engineering Incompressibility Locking Matemàtiques i estadística Mecànica dels sòls Mixed formulations Nonlinear programming Numerical analysis Particle finite element method (PFEM) Porous media Saturated soils Soil conditions Soil mechanics Stabilization Theoretical and Applied Mechanics Water pressure Àrees temàtiques de la UPC Mixed formulations Particle finite element method (PFEM) Finite deformation Soil mechanics
ISSN:	2196-4378, 2196-4386, 2196-4386
Online-Zugang:	Volltext
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