Non-associative elasto-plasticity is the working model of plasticity for soil and rocks mechanics. Yet, it is usually viewed as non-variational. In this work, we prove a contrario the existence of a variational evolution for such a model under a natural capping assumption on the hydrostatic stresses and a less natural mollification of the stress admissibility constraint. The obtained elasto-plastic evolution is expressed for times that are conveniently rescaled
The elasto-plastic quasi-static evolution of a multi-phase material -- a material with a pointwise ...
Cam-Clay nonassociative plasticity exhibits both hardening and softening behaviour, depending on the...
We introduce a model of dynamic visco-elasto-plastic evolution in the linearly elastic regime and pr...
Non-associative elasto-plasticity is the working model of plasticity for soil and rocks mechanics. Y...
International audienceNon-associative elasto-plasticity is the working model of plasticity for soil ...
This work is devoted to the analysis of elasto-plasticity models arising in soil mechanics. Contrary...
The mathematical treatment of evolutionary non-associative elasto-plasticity is still in its infancy...
This work is devoted to the analysis of elasto-plasticity models arising in soil mechanics. Contrary...
The problem of quasistatic evolution in small strain associative elastoplasticity is studied in the ...
The problem of quasistatic evolution in small strain associative elastoplasticity is studied in the ...
We investigate quasistatic evolution in finite plasticity under the assumption that the plastic stra...
In this paper, we rigorously deduce a quasistatic evolution model for shallow shells by means of (Fo...
We deal with quasistatic evolution problems in plasticity with softening, in the framework of small ...
AbstractIn this paper, an enhanced variational constitutive update suitable for a class of non-assoc...
We address a finite-plasticity model based on the symmetric tensor P^T P instead of the classical pla...
The elasto-plastic quasi-static evolution of a multi-phase material -- a material with a pointwise ...
Cam-Clay nonassociative plasticity exhibits both hardening and softening behaviour, depending on the...
We introduce a model of dynamic visco-elasto-plastic evolution in the linearly elastic regime and pr...
Non-associative elasto-plasticity is the working model of plasticity for soil and rocks mechanics. Y...
International audienceNon-associative elasto-plasticity is the working model of plasticity for soil ...
This work is devoted to the analysis of elasto-plasticity models arising in soil mechanics. Contrary...
The mathematical treatment of evolutionary non-associative elasto-plasticity is still in its infancy...
This work is devoted to the analysis of elasto-plasticity models arising in soil mechanics. Contrary...
The problem of quasistatic evolution in small strain associative elastoplasticity is studied in the ...
The problem of quasistatic evolution in small strain associative elastoplasticity is studied in the ...
We investigate quasistatic evolution in finite plasticity under the assumption that the plastic stra...
In this paper, we rigorously deduce a quasistatic evolution model for shallow shells by means of (Fo...
We deal with quasistatic evolution problems in plasticity with softening, in the framework of small ...
AbstractIn this paper, an enhanced variational constitutive update suitable for a class of non-assoc...
We address a finite-plasticity model based on the symmetric tensor P^T P instead of the classical pla...
The elasto-plastic quasi-static evolution of a multi-phase material -- a material with a pointwise ...
Cam-Clay nonassociative plasticity exhibits both hardening and softening behaviour, depending on the...
We introduce a model of dynamic visco-elasto-plastic evolution in the linearly elastic regime and pr...