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A platform for research: civil engineering, architecture and urbanism
Explicit meshfree solution for large deformation dynamic problems in saturated porous media
https://orcid.org/0000-0002-2354-3855
Abstract In this paper a new methodology to simulate saturated soils subjected to dynamic loadings under large deformation regime (locally up to 40% in equivalent plastic strain) is presented. The coupling between solid and fluid phases is solved through the complete formulation of the Biot’s equations. The additional novelty lies in the employment of an explicit time integration scheme of the $$u-w$$ (solid displacement–relative fluid displacement) formulation which enables us to take advantage of such explicit schemes. Shape functions based on the principle of maximum entropy implemented in the framework of Optimal Transportation Meshfree schemes are utilized to solve both elastic and plastic problems.
Explicit meshfree solution for large deformation dynamic problems in saturated porous media
https://orcid.org/0000-0002-2354-3855
Abstract In this paper a new methodology to simulate saturated soils subjected to dynamic loadings under large deformation regime (locally up to 40% in equivalent plastic strain) is presented. The coupling between solid and fluid phases is solved through the complete formulation of the Biot’s equations. The additional novelty lies in the employment of an explicit time integration scheme of the $$u-w$$ (solid displacement–relative fluid displacement) formulation which enables us to take advantage of such explicit schemes. Shape functions based on the principle of maximum entropy implemented in the framework of Optimal Transportation Meshfree schemes are utilized to solve both elastic and plastic problems.
Explicit meshfree solution for large deformation dynamic problems in saturated porous media
https://orcid.org/0000-0002-2354-3855
Abstract In this paper a new methodology to simulate saturated soils subjected to dynamic loadings under large deformation regime (locally up to 40% in equivalent plastic strain) is presented. The coupling between solid and fluid phases is solved through the complete formulation of the Biot’s equations. The additional novelty lies in the employment of an explicit time integration scheme of the $$u-w$$ (solid displacement–relative fluid displacement) formulation which enables us to take advantage of such explicit schemes. Shape functions based on the principle of maximum entropy implemented in the framework of Optimal Transportation Meshfree schemes are utilized to solve both elastic and plastic problems.
Explicit meshfree solution for large deformation dynamic problems in saturated porous media
Navas, Pedro (author) / Sanavia, Lorenzo (author) / López-Querol, Susana (author) / Yu, Rena C. (author)
Acta Geotechnica ; 13
2017
Article (Journal)
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
DDC:
624.15105
Explicit meshfree solution for large deformation dynamic problems in saturated porous media
| Springer Verlag | 2017
MESHFREE MODELLING OF 1D AND 2D CONTAMINANT TRANSPORT THROUGH SATURATED POROUS MEDIA
| Taylor & Francis Verlag | 2008