Elastoplastic consolidation at finite strain. II: Finite element implementation and numerical examples
DOI10.1016/S0045-7825(98)80105-9zbMath0941.74057OpenAlexW2160404107WikidataQ59366028 ScholiaQ59366028MaRDI QIDQ1817835
Claudio Tamagnini, Enrique Alarcón, Ronaldo I. Borja
Publication date: 13 August 2000
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0045-7825(98)80105-9
multiplicative decompositionreturn mappinggeneralized Darcy's lawCam-Clay theoryfinite strain elastoplastic consolidationfully saturated soil mediaKirchhoff pore water pressureKirchhoff principal stress spacetwo-field mixed finite element formulation
Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)
Related Items (19)
Cites Work
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