Nicolas Richart

Editer le profil

nicolas.richart@epfl.ch +41 21 693 32 82

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https://orcid.org/0000-0002-1463-4405

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EPFL SCITAS
ME B2 454 (Bâtiment ME)
Station 9
1015 Lausanne

+41 21 693 32 82
Local: ME B2 454
EPFL > VPA-AVP-CP > SCITAS > SCITAS-GE

Web site: Site web: https://scitas.epfl.ch/

EPFL ENAC IIC LSMS
GC A2 505 (Bâtiment GC)
Station 18
1015 Lausanne

+41 21 693 32 82
Local: GC A2 505
Local: ME B2 454
EPFL > ENAC > IIC > LSMS

Web site: Site web: https://lsms.epfl.ch/

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Publications

Publications Infoscience

Infoscience

3D Geomechanical Modelling of CO2 Storage with Focus on Fault Stability

E. Gallyamov; B. Lecampion; N. Richart; G. Anciaux; J.-F. Molinari

MEGA Seminar , EPFL, Switzerland, 2024-03-21.

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3D Geomechanical Modelling of CO2 Storage with Focus on Fault Stability

E. Gallyamov; N. Richart; B. Lecampion; J.-F. Molinari; G. Anciaux

Poroelasticity Minisimposium, Geopolis, University of Lausanne, Switzerland, 4-5 March 2024.

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3D Geomechanical Modelling of a Potential CO2 Storage Site with focus on Fault Stability

E. Gallyamov; N. Richart; B. Lecampion; J.-F. Molinari; G. Anciaux

AGU Annual Meeting, San Francisco, USA, December 11-15.

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A fully-coupled highly-parallelized geomechanical simulator for assessing induced seismicity

E. Gallyamov; B. Lecampion; J.-F. Molinari; G. Anciaux; N. Richart

SIAM GS 23, Bergen, Norway, June 19-22, 2023.

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Hybrid asynchronous SEM/FEM co-simulation for seismic nonlinear analysis of concrete gravity dams

M. Brun; F. De Martin; N. Richart

Computers & Structures. 2021-03-01. DOI : 10.1016/j.compstruc.2020.106459.

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Consulter chez l'éditeur

Correction to: Numerical evaluation of test setups for determining the shear strength of masonry (vol 51, 110, 2018)

S. Zhang; N. Richart; K. Beyer

Materials And Structures. 2019-04-01. DOI : 10.1617/s11527-019-1343-z.

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Modeling the breaking-off of icebergs from tidewater glaciers

Q. Wang

2019-01-16

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Numerical evaluation of test setups for determining the shear strength of masonry

S. Zhang; N. Richart; K. Beyer

Materials and Structures. 2018. DOI : 10.1617/s11527-018-1236-6.

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Numerical investigation of masonry structures on the micro level

S. Zhang; N. Richart; K. Beyer

2018. 16th European Conference on Earthquake Engineering, Thessaloniki, Greece, June 18-21, 2018.

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Numerical evaluation of test setups for determining the shear strength of masonry

S. Zhang; N. Richart; K. Beyer

2018

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Micro-mechanical finite element modeling of diagonal compression test for historical stone masonry structure

S. Zhang; S. M. Taheri Mousavi; N. Richart; J.-F. Molinari; K. Beyer

International Journal of Solids and Structures. 2017. DOI : 10.1016/j.ijsolstr.2017.02.014.

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2D meso-scale modeling of masonry elements using cohesive elements

S. Zhang; S. M. Taheri Mousavi; N. Richart; J.-F. Molinari; K. Beyer

EMI 2016, Engineering Mechanics Institute Conference, Nashville, Tennessee, USA, May 21-26, 2016.

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Implementation of a parallel finite-element library: test case on a non-local continuum damage model

N. Richart; J.-F. Molinari

Finite Elements in Analysis & Design. 2015. DOI : 10.1016/j.finel.2015.02.003.

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Dynamic crack propagation in a heterogeneous ceramic microstructure, insights from a cohesive model

S. M. Taheri Mousavi; N. Richart; C. Wolff; J.-F. Molinari

Acta Materialia. 2015. DOI : 10.1016/j.actamat.2015.01.003.

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A non-local continuum damage approach to model dynamic crack branching

C. Wolff; N. Richart; J.-F. Molinari

International Journal for Numerical Methods in Engineering. 2015. DOI : 10.1002/nme.4837.

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2D to 3D dynamic fragmentation with parallel cohesive elements

M. Vocialta; N. Richart; J.-F. Molinari

14th European Mechanics of Materials Conference - EMMC14, Gothenburg, Sweden, August 27-29, 2014.

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Uncovering the physics underlying dynamic crack propagation in silicon nitride microstructures

S. M. Taheri Mousavi; N. Richart; C. Wolff; J.-F. Molinari

17th U.S. National Congress on Theoretical Applied Mechanics, East Lansing, Michigan, USA, June 15-20, 2014.

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Dynamic crack propagation in silicon nitride under tensile loading

S. M. Taheri Mousavi; N. Richart; C. Wolff; J.-F. Molinari

Materials to innovate industry and society, Noordwijkerhout, Netherlands, 2013.

Notice détaillée

Specification of a micro-transgranular fracture parameter

S. M. Taheri Mousavi; J.-F. Molinari; N. Richart; C. Wolff; Y. Kadin et al.

Materials to innovate industry and society, Noordwijkerhout, Netherlands, 2013.

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Revealing microstructural parameters influencing strength and toughness of silicon nitride

S. M. Taheri Mousavi; J.-F. Molinari; M. E. Chambart; N. Richart; P. Kok

European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012), Vienna, Austria, September 10-14, 2012.

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Explicit non-local damage computations in dynamics: on the importance of the choice of the non-local variable.

N. Richart; C. Wolff; M. E. Chambart; J.-F. Molinari

22th International Workshop on Computational Mechanics of Materials, Baltimore, Maryland, USA, September 24 - 26, 2012.

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An optimized ﬁnite-element library: Akantu

N. Richart; G. Anciaux; J.-F. Molinari

2010

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Online People Directory

Nicolas Richart

Publications

Publications Infoscience

Infoscience

3D Geomechanical Modelling of CO2 Storage with Focus on Fault Stability

3D Geomechanical Modelling of CO2 Storage with Focus on Fault Stability

3D Geomechanical Modelling of a Potential CO2 Storage Site with focus on Fault Stability

A fully-coupled highly-parallelized geomechanical simulator for assessing induced seismicity

Hybrid asynchronous SEM/FEM co-simulation for seismic nonlinear analysis of concrete gravity dams

Correction to: Numerical evaluation of test setups for determining the shear strength of masonry (vol 51, 110, 2018)

Modeling the breaking-off of icebergs from tidewater glaciers

Numerical evaluation of test setups for determining the shear strength of masonry

Numerical investigation of masonry structures on the micro level

Numerical evaluation of test setups for determining the shear strength of masonry

Micro-mechanical finite element modeling of diagonal compression test for historical stone masonry structure

2D meso-scale modeling of masonry elements using cohesive elements

Implementation of a parallel finite-element library: test case on a non-local continuum damage model

Dynamic crack propagation in a heterogeneous ceramic microstructure, insights from a cohesive model

A non-local continuum damage approach to model dynamic crack branching

2D to 3D dynamic fragmentation with parallel cohesive elements

Uncovering the physics underlying dynamic crack propagation in silicon nitride microstructures

Dynamic crack propagation in silicon nitride under tensile loading

Specification of a micro-transgranular fracture parameter

Revealing microstructural parameters influencing strength and toughness of silicon nitride

Explicit non-local damage computations in dynamics: on the importance of the choice of the non-local variable.

An optimized ﬁnite-element library: Akantu

Enseignement & Phd

Cours

Parallel programming

Liste complète des adresses et fonctions