International audienceThis paper addresses the explicit time integration for solving multi-model structural dynamics by the Arlequin method. Our study focuses on the stability of the central difference scheme in the Arlequin framework. Although the Arlequin coupling matrices can introduce a weak instability, the time integrator remains stable as long as the initial kinematic conditions of both models agree on the coupling zone. After showing that the Arlequin weights have an adverse impact on the criticaltime step, we present two approaches to circumvent this issue. Computational tests confirm that the two approaches effectively preserve a feasible critical time step and show the efficiency of theArlequin method for structural explicit dyna...
In this work, plate elements based on different kinematic assumptions and variational principles are...
AbstractA new unconditionally stable explicit time-integration method is proposed herein, which can ...
We propose a concurrent multiscale method for fracture coupling two three-dimensional continuum doma...
International audienceThis paper addresses the explicit time integration for solving multi-model str...
International audienceThis paper addresses the explicit time integration for solving multi-model str...
International audienceThis paper presents a general framework for performing spatio-temporal multi-s...
Recent developments have proved the advantage of combining both time implicit and time explicit inte...
Algorithms for explicit integration of structural dynamics problems with multiple time steps (subcyc...
The coupling between two dissimilar numerical methods presents a major challenge, especially in case...
The Arlequin method [1], [2] is a general numerical modeling methodology that superposes models and ...
A simple explicit solution technique for problems in structural dynamics, based on a Modified Trapez...
The coupling between two dissimilar numerical methods presents a major challenge, especially in case...
The goal of this work is the development of a numerical methodology for flexible and low-cost comput...
International audienceIn this paper, we investigate the coupling of reduced models for the simulatio...
This paper describes a modal weighting technique that improves the stability characteristics of expl...
In this work, plate elements based on different kinematic assumptions and variational principles are...
AbstractA new unconditionally stable explicit time-integration method is proposed herein, which can ...
We propose a concurrent multiscale method for fracture coupling two three-dimensional continuum doma...
International audienceThis paper addresses the explicit time integration for solving multi-model str...
International audienceThis paper addresses the explicit time integration for solving multi-model str...
International audienceThis paper presents a general framework for performing spatio-temporal multi-s...
Recent developments have proved the advantage of combining both time implicit and time explicit inte...
Algorithms for explicit integration of structural dynamics problems with multiple time steps (subcyc...
The coupling between two dissimilar numerical methods presents a major challenge, especially in case...
The Arlequin method [1], [2] is a general numerical modeling methodology that superposes models and ...
A simple explicit solution technique for problems in structural dynamics, based on a Modified Trapez...
The coupling between two dissimilar numerical methods presents a major challenge, especially in case...
The goal of this work is the development of a numerical methodology for flexible and low-cost comput...
International audienceIn this paper, we investigate the coupling of reduced models for the simulatio...
This paper describes a modal weighting technique that improves the stability characteristics of expl...
In this work, plate elements based on different kinematic assumptions and variational principles are...
AbstractA new unconditionally stable explicit time-integration method is proposed herein, which can ...
We propose a concurrent multiscale method for fracture coupling two three-dimensional continuum doma...