Laurent Gallimard
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Laurent Gallimard has a total of 58 co-authors. Here are the top co-authors by number of shared publications:
- Olivier Polit
Laboratoire Energétique Mécanique Electromagnétisme, Univ. Paris Nanterre
21 shared publications - Philippe Vidal
LEME, Université Paris-Nanterre, Ville-d’Avray, France
17 shared publications J.P. Pelle
5 shared publications- Eric Florentin
LMT-Cachan (ENS Cachan/CNRS/UPMC/PRES UniverSud Paris)
4 shared publications Jean-Pierre Pelle
Laboratoire de Mécanique et Technologie , ENS Cachan/CNRS/Université Paris 6 , 61, avenue du Président Wilson, F-94230 , Cachan
4 shared publications- José Luis Ramírez-Arias
Hospital Angeles Pedregal. Departamento de Imagenología, Ciudad de México. México
4 shared publications
Latest Publications
- Open Access
- 13 September 2025
- Published by Elsevier in Engineering Fracture Mechanics
- Vol. 328
Enforcement of the irreversibility condition in the phase field damage model: Influence of the history variable approximation
- 13 September 2025
- Published by Elsevier in Engineering Fracture Mechanics
- Vol. 328
Open AccessEnforcement of the irreversibility condition in the phase field damage model: Influence of the history variable approximation
- Open Access
- 22 February 2025
- Published by Elsevier in Composite Structures
- Vol. 359
Modeling of variable angle tow composites using a variable separation method based on a unified formulation
- 22 February 2025
- Published by Elsevier in Composite Structures
- Vol. 359
Open AccessModeling of variable angle tow composites using a variable separation method based on a unified formulation
- 4 June 2019
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 120 (3) , 283-302
Adaptive reduced basis strategy for rare‐event simulations
Summary: Monte Carlo methods are well suited to characterize events of which associated probabilities are not too low with respect to the simulation budget. For very seldom observed events, these approaches do not lead to accurate results. Indeed, the number of samples is often insufficient to estimate such low probabilities (at least 10n+2 samples are needed to estimate a probability of 10−n with 10% relative deviation of the Monte Carlo estimator). Even within the framework of reduced order methods, such as a reduced basis approach, it seems difficult to predict accurately low‐probability events. In this paper, we propose to combine a cross‐entropy method with a reduced basis algorithm to compute rare‐event (failure) probabilities.
- 4 June 2019
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 120 (3) , 283-302
Adaptive reduced basis strategy for rare‐event simulations
Summary: Monte Carlo methods are well suited to characterize events of which associated probabilities are not too low with respect to the simulation budget. For very seldom observed events, these approaches do not lead to accurate results. Indeed, the number of samples is often insufficient to estimate such low probabilities (at least 10n+2 samples are needed to estimate a probability of 10−n with 10% relative deviation of the Monte Carlo estimator). Even within the framework of reduced order methods, such as a reduced basis approach, it seems difficult to predict accurately low‐probability events. In this paper, we propose to combine a cross‐entropy method with a reduced basis algorithm to compute rare‐event (failure) probabilities.
- 1 February 2018
- Published by Elsevier in Finite Elements in Analysis and Design
- Vol. 139, 1-13
Robust layerwise C 0 finite element approach based on a variable separation method for the modeling of composite and sandwich plates
- 1 February 2018
- Published by Elsevier in Finite Elements in Analysis and Design
- Vol. 139, 1-13
Robust layerwise C 0 finite element approach based on a variable separation method for the modeling of composite and sandwich plates
- 1 December 2017
- Published by Elsevier in Composite Structures
- Vol. 182, 478-486
A numerical efficiency study on the active vibration control for a FGPM beam
- 1 December 2017
- Published by Elsevier in Composite Structures
- Vol. 182, 478-486
A numerical efficiency study on the active vibration control for a FGPM beam
- 1 November 2017
- Published by Elsevier in Computers & Structures
- Vol. 192, 157-170
Modeling of composite plates with an arbitrary hole location using the variable separation method
- 1 November 2017
- Published by Elsevier in Computers & Structures
- Vol. 192, 157-170
Modeling of composite plates with an arbitrary hole location using the variable separation method
- 8 May 2017
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 112 (9) , 1216-1234
Towards error bounds of the failure probability of elastic structures using reduced basis models
Summary: Structural reliability methods aim at computing the probability of failure of systems with respect to prescribed limit state functions. A common practice to evaluate these limit state functions is using Monte Carlo simulations. The main drawback of this approach is the computational cost, because it requires computing a large number of deterministic finite element solutions. Surrogate models, which are built from a limited number of runs of the original model, have been developed, as substitute of the original model, to reduce the computational cost. However, these surrogate models, while decreasing drastically the computational cost, may fail in computing an accurate failure probability. In this paper, we focus on the control of the error introduced by a reduced basis surrogate model on the computation of the failure probability obtained by a Monte Carlo simulation. We propose a technique to determine bounds of this failure probability, as well as a strategy of enrichment of the reduced basis, based on limiting the bounds of the error of the failure probability for a multi‐material elastic structure. Copyright © 2017 John Wiley & Sons, Ltd.
- 8 May 2017
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 112 (9) , 1216-1234
Towards error bounds of the failure probability of elastic structures using reduced basis models
Summary: Structural reliability methods aim at computing the probability of failure of systems with respect to prescribed limit state functions. A common practice to evaluate these limit state functions is using Monte Carlo simulations. The main drawback of this approach is the computational cost, because it requires computing a large number of deterministic finite element solutions. Surrogate models, which are built from a limited number of runs of the original model, have been developed, as substitute of the original model, to reduce the computational cost. However, these surrogate models, while decreasing drastically the computational cost, may fail in computing an accurate failure probability. In this paper, we focus on the control of the error introduced by a reduced basis surrogate model on the computation of the failure probability obtained by a Monte Carlo simulation. We propose a technique to determine bounds of this failure probability, as well as a strategy of enrichment of the reduced basis, based on limiting the bounds of the error of the failure probability for a multi‐material elastic structure. Copyright © 2017 John Wiley & Sons, Ltd.
- 1 January 2017
- Published by Inderscience Publishers in International Journal of Exergy
- Vol. 22 (3) , 235
An exergetic approach for materials fatigue
An entropy approach has been recently developed, based on the irreversible thermodynamics and entropy production. It has been observed that, for low cycle fatigue, metals undergoing cyclic load reach fracture, at a certain level of entropy production called fracture fatigue entropy (FFE) (Naderi and Khonsari, 2010), solely dependent on the material. Until now, we only used the two principles of thermodynamics separately to follow the behaviour of a solid continuum problem as low cycle fatigue. We propose here to use the two laws of thermodynamics together via the Gouy-Stodola equation and the concept of exergy to provide a new description for metals undergoing low cycle fatigue.
- 1 January 2017
- Published by Inderscience Publishers in International Journal of Exergy
- Vol. 22 (3) , 235
An exergetic approach for materials fatigue
An entropy approach has been recently developed, based on the irreversible thermodynamics and entropy production. It has been observed that, for low cycle fatigue, metals undergoing cyclic load reach fracture, at a certain level of entropy production called fracture fatigue entropy (FFE) (Naderi and Khonsari, 2010), solely dependent on the material. Until now, we only used the two principles of thermodynamics separately to follow the behaviour of a solid continuum problem as low cycle fatigue. We propose here to use the two laws of thermodynamics together via the Gouy-Stodola equation and the concept of exergy to provide a new description for metals undergoing low cycle fatigue.