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MPM–FEM hybrid method for granular mass–water interaction problems
by
Terada, Kenjiro
, Yamaguchi, Yuya
, Suppasri, Anawat
, Moriguchi, Shuji
, Pan, Shaoyuan
in
Accuracy
/ Classical and Continuum Physics
/ Computational Science and Engineering
/ Deformation
/ Engineering
/ Exact solutions
/ Finite element analysis
/ Finite element method
/ Free surfaces
/ Landslides & mudslides
/ Mechanics
/ Methods
/ Original Paper
/ Permeability
/ Theoretical and Applied Mechanics
/ Tsunamis
2021
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MPM–FEM hybrid method for granular mass–water interaction problems
by
Terada, Kenjiro
, Yamaguchi, Yuya
, Suppasri, Anawat
, Moriguchi, Shuji
, Pan, Shaoyuan
in
Accuracy
/ Classical and Continuum Physics
/ Computational Science and Engineering
/ Deformation
/ Engineering
/ Exact solutions
/ Finite element analysis
/ Finite element method
/ Free surfaces
/ Landslides & mudslides
/ Mechanics
/ Methods
/ Original Paper
/ Permeability
/ Theoretical and Applied Mechanics
/ Tsunamis
2021
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Do you wish to request the book?
MPM–FEM hybrid method for granular mass–water interaction problems
by
Terada, Kenjiro
, Yamaguchi, Yuya
, Suppasri, Anawat
, Moriguchi, Shuji
, Pan, Shaoyuan
in
Accuracy
/ Classical and Continuum Physics
/ Computational Science and Engineering
/ Deformation
/ Engineering
/ Exact solutions
/ Finite element analysis
/ Finite element method
/ Free surfaces
/ Landslides & mudslides
/ Mechanics
/ Methods
/ Original Paper
/ Permeability
/ Theoretical and Applied Mechanics
/ Tsunamis
2021
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MPM–FEM hybrid method for granular mass–water interaction problems
Journal Article
MPM–FEM hybrid method for granular mass–water interaction problems
2021
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Overview
The present study proposes an MPM (material point method)–FEM (finite element method) hybrid analysis method for simulating granular mass–water interaction problems, in which the granular mass causes dynamic motion of the surrounding water. While the MPM is applied to the solid (soil) phase whose motion is suitably represented by Lagrangian description, the FEM is applied to the fluid (water) phase that is adapted for Eulerian description. Also, the phase-field approach is employed to capture the free surface. After the accuracy of the proposed method is tested by comparing the results to some analytical solutions of the consolidation theory, several numerical examples are presented to demonstrate its capability in simulating fluid motions induced by granular mass movements.
Publisher
Springer Berlin Heidelberg,Springer,Springer Nature B.V
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