Nombre de documents

124

CV de Nicolas Moës


Cours1 document

  • Nicolas Moës. Mécanique des milieux continus. École d'ingénieur. Nantes, France. 2011, pp.105. <cel-00612360v2>

Article dans une revue54 documents

  • G Ferté, Patrick Massin, Nicolas Moes. 3D crack propagation with cohesive elements in the extended finite element method. Comput.methods Appl.Mech.Engrg, 2016, 300, pp.347-374. <10.1016/j.cma.2015.11.018>. <hal-01302550>
  • Andres Parrilla-Gomez, Nicolas Moes, Claude Stolz. Comparaison between thick level-set and cohesive zone models. Advanced Modeling and Simulation in Engineering Sciences, 2015, 25 (1), 18-22p. <hal-01191684>
  • Matthieu Graveleau, Nicolas Chevaugeon, Nicolas Moës. The inequality level-set approach to handle contact: membrane case. Advanced Modeling and Simulation in Engineering Sciences, 2015, 2 (1), <10.1186/s40323-015-0034-8>. <hal-01398280>
  • Nicolas Moes, Claude Stolz, Nicolas Chevaugeon. Coupling local and non local damage evolution with the thick level set model. Advanced Modeling and Simulation in Engineering Sciences, 2014, 1 (1), pp.1-16. <hal-01154910>
  • Grégory Legrain, Nicolas Moës. Treatment of nearly-singular problems with the X-FEM. Advanced Modeling and Simulation in Engineering Sciences, 2014, pp.1-13. <10.1186/s40323-014-0013-5>. <hal-01015607>
  • Nicolas Chevaugeon, Nicolas Moës, Hans Minnebo. IMPROVED CRACK TIP ENRICHMENT FUNCTIONS AND INTEGRATION FOR CRACK MODELING USING THE EXTENDED FINITE ELEMENT METHOD. International Journal for Multiscale Computational Engineering, Begell House, 2013, 11 (6), pp.597-631. <hal-01006957>
  • Grégory Legrain, Christophe Geuzaine, J. F. Remacle, Nicolas Moës, P. Cresta, et al.. Numerical simulation of CAD thin structures using the eXtended Finite Element Method and Level Sets. Finite Elements in Analysis and Design, Elsevier, 2013, 77, pp.40-58. <10.1016/j.finel.2013.08.007>. <hal-01007128>
  • Frans Van-Der-Meer, Nicolas Moës, L.J. Sluys. A level set model for delamination - Modeling crack growth without cohesive zone or stress singularity. Engineering Fracture Mechanics, Elsevier, 2012, 79, pp.191-212. <10.1016/j.engfracmech.2011.10.013>. <hal-01004840>
  • Paul-Emile Bernard, Nicolas Moës, Nicolas Chevaugeon. Damage growth modeling using the Thick Level Set (TLS) approach: Efficient discretization for quasi-static loadings. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2012, 233, pp.11-27. <10.1016/j.cma.2012.02.020>. <hal-01006715>
  • Nicolas Bonfils, Nicolas Chevaugeon, Nicolas Moës. Treating volumetric inequality constraint in a continuum media with a coupled X-FEM/level-set strategy. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2012, 205, pp.16-28. <10.1016/j.cma.2011.02.012>. <hal-01007399>
  • Frans Van-Der-Meer, L.J. Sluys, Nicolas Moës. Toward efficient and robust computation of energy release rate and mode mix for delamination. Composites Part A: Applied Science and Manufacturing, Elsevier, 2012, 43 (7), pp.1101-1112. <10.1016/j.compositesa.2012.02.021>. <hal-01007389>
  • Claude Stolz, Nicolas Moës. A new model of damage: a moving thick layer approach. International Journal of Fracture, Springer Verlag, 2012, 174 (1), pp.49-60. <10.1007/s10704-012-9693-3>. <hal-01004913>
  • Nicolas Moes, Claude Stolz, Nicolas Chevaugeon, Paul Emile Bernard. A level set based model for damage growth: the thick level set approach. International Journal for Numerical Methods in Engineering, Wiley, 2011, 86 (3), pp.358-380. <10.1002/nme.3069>. <hal-00456098>
  • Nicolas Bonfils, Nicolas Chevaugeon, Nicolas Moës. Treating volumetric inequality constraint in a continuum media with a coupled X-FEM/Level-Set strategy. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2011, pp.26. <hal-00569557>
  • Grégory Legrain, Patrice Cartraud, Irina Perreard, Nicolas Moës. An X-FEM and Level Set computational approach for image-based modeling. Application to homogenization.. International Journal for Numerical Methods in Engineering, Wiley, 2010, pp.0. <hal-00526589>
  • Kristell Dréau, Nicolas Chevaugeon, Nicolas Moës. Studied X-FEM enrichment to handle material interfaces with higher order finite element. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2010, 199 (29 32), pp.1922-1936. <10.1016/j.cma.2010.01.021>. <hal-01007338>
  • Céline Dubois, Steven Le Corre, Patrick Rozycki, Nicolas Moës, Malek Zarroug. Impact on highly compressible media in explicit dynamics using the X-FEM. Computational Mechanics, Springer Verlag, 2010, 46 (2), pp.329-348. <10.1007/s00466-010-0497-x>. <hal-01006954>
  • I. Nistor, M. Guiton, P. Massin, Nicolas Moës, Samuel Geniaut. An X-FEM approach for large sliding along discontinuities. International Journal for Numerical Methods in Engineering, Wiley, 2009, 78 (12), pp.1407-1435. <10.1002/nme.2532>. <hal-01005241>
  • Eric Bechet, Nicolas Moës, B. Wohlmuth. A stable Lagrange multiplier space for stiff interface conditions within the extended finite element method. International Journal for Numerical Methods in Engineering, Wiley, 2009, 78 (8), pp.931-954. <10.1002/nme.2515>. <hal-01004951>
  • Grégory Legrain, Nicolas Moës, Erwan Verron. Robust and direct evaluation of J(2) in linear elastic fracture mechanics with the X-FEM. International Journal for Numerical Methods in Engineering, Wiley, 2008, 76 (10), pp.1471-1488. <10.1002/nme.2366>. <hal-01007266>
  • Grégory Legrain, Nicolas Moës, Antonio Huerta. Stability of incompressible formulations enriched with X-FEM. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2008, 197 (21 24), pp.1835-1849. <10.1016/j.cma.2007.08.032>. <hal-01007317>
  • Patrick Rozycki, Nicolas Moës, Eric Bechet, Céline Dubois. X-FEM explicit dynamics for constant strain elements to alleviate mesh constraints on internal or external boundaries. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2008, 197 (5), pp.349-363. <10.1016/j.cma.2007.05.011>. <hal-01007433>
  • Thomas Menouillard, Julien Rethore, Nicolas Moes, Alain Combescure, Harridh Bung. Mass lumping strategies for x-fem explicit dynamics: application to crack propagation. International Journal for Numerical Methods in Engineering, Wiley, 2008, 74, pp.447-474. <hal-00938642>
  • Samuel Geniaut, P. Massin, Nicolas Moës. A stable 3D contact formulation for cracks using X-FEM. Revue Européenne de Mécanique Numérique, 2007, 16 (1). <hal-01004950>
  • Anthony Nouy, Franck Schoefs, Nicolas Moës. X-SFEM, a computational technique based on X-FEM to deal with random shapes. Revue Européenne de Mécanique Numérique/European Journal of Computational Mechanics, Hermmès / Paris : Lavoisier 2007, 16 (2), pp.277-293. <10.3166/remn.16.277-293>. <hal-00368060>
  • Grégory Legrain, Nicolas Moës, Antonio Huerta. Etude de la stabilité d'une formulation incompressible traitée par X-FEM. Revue Européenne des Elements Finis, numéro spécial Giens 2005, 2006, 15, pp.257-268. <hal-01006812>
  • Nicolas Moës, Eric Bechet, Matthieu Tourbier. Imposing Dirichlet boundary conditions in the eXtended Finite Element method. International Journal for Numerical Methods in Engineering, Wiley, 2006, 67 (12), pp.1641-1669. <10.1002/nme.1675>. <hal-01006956>
  • Grégory Legrain, Nicolas Moes, Erwan Verron. Stress analysis around crack tips in finite strain problems using the eXtended finite element method. International Journal for Numerical Methods in Engineering, Wiley, 2005, 63 (2), pp.290 - 314. <10.1002/nme.1291>. <hal-00496953>
  • Eric Bechet, Hans Minnebo, Nicolas Moës, B. Burgardt. Improved implementation and robustness study of the X-FEM method for stress analysis around cracks. International Journal for Numerical Methods in Engineering, Wiley, 2005, 64 (8), pp.1033-1056. <10.1002/nme.1386>. <hal-01006958>
  • Yosra Guetari, Steven Le Corre, Nicolas Moës. Etude des possibilités de la méthode X-FEM pour la simulation numérique de la coupe. Mécanique and Industries / Mécanique et Industries, EDP Sciences, 2005, 6, pp.315-319. <hal-01006814>
  • Patrice Cartraud, Mathieu Cloirec, Nicolas Moës. Application de la méthode X-FEM à la résolution de problèmes de micromécanique. Revue Européenne des Eléments Finis, Hermès, 2004, 13 (5 6 7), pp.475-484. <hal-01005256>
  • E. Budyn, G. Zi, Nicolas Moës, Ted Belytschko. A method for multiple crack growth in brittle materials without remeshing. International Journal for Numerical Methods in Engineering, Wiley, 2004, 61 (10), pp.1741-1770. <hal-01004845>
  • Ted Belytschko, C. Parimi, Nicolas Moës, S. Usui, Natarajan Sukumar. Structured extended finite element method of solids defined by implicit surfaces. International Journal for Numerical Methods in Engineering, Wiley, 2003, 56 (4), pp.609-635. <10.1002/nme.686>. <hal-01007336>
  • Nicolas Moës, Mathieu Cloirec, Patrice Cartraud, J. F. Remacle. A computational approach to handle complex microstructure geometries. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2003, 192 (28-30), pp.3163-3177. <10.1016/S0045-7825(03)00346-3>. <hal-01004690>
  • Nicolas Moës, Ted Belytschko. Extended finite element method for cohesive crack growth. Engineering Fracture Mechanics, Elsevier, 2002, 69 (7), pp.813-833. <hal-01006858>
  • Nicolas Moës, Ted Belytschko. X-fem : De nouvelles frontières pour les éléments finis. Revue Européenne des Eléments Finis, Hermès, 2002, 11, pp.305-318. <hal-01007432>
  • Anthony Gravouil, Nicolas Moës, Ted Belytschko. Non-planar 3D crack growth by the extended finite element and level sets. Part II : Level set update. International Journal for Numerical Methods in Engineering, Wiley, 2002, 53 (11), pp.2569-2586. <hal-01007111>
  • Nicolas Moës, Anthony Gravouil, Ted Belytschko. Non-planar 3D crack growth by the extended finite element and level sets. Part I : Mechanical model. International Journal for Numerical Methods in Engineering, Wiley, 2002, 53 (11), pp.2549-2568. <hal-01007110>
  • G.J. Wagner, Nicolas Moës, W. K. Liu, Ted Belytschko. The extended finite element method for rigid particles in Stokes flow. International Journal for Numerical Methods in Engineering, Wiley, 2001, 51 (3), pp.293-313. <hal-01007367>
  • M. Stolarska, D. L. Chopp, Nicolas Moës, Ted Belytschko. Modelling crack growth by level sets in the extended finite element method. International Journal for Numerical Methods in Engineering, Wiley, 2001, 51 (8), pp.943-960. <hal-01007079>
  • Ted Belytschko, Nicolas Moës, S. Usui, C. Parimi. Arbitrary discontinuities in finite elements. International Journal for Numerical Methods in Engineering, Wiley, 2001, 50 (4), pp.993-1013. <hal-01005275>
  • Natarajan Sukumar, D. L. Chopp, Nicolas Moës, Ted Belytschko. Modeling holes and inclusions by level sets in the extended finite element method. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2001, 190 (46 47), pp.6183-6200. <hal-01007065>
  • John Dolbow, Nicolas Moës, Ted Belytschko. An extended finite element method for modeling crack growth with frictional contact. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2001, 190 (51 52), pp.6825-6846. <hal-01005234>
  • John Dolbow, Nicolas Moës, Ted Belytschko. Modeling fracture in Mindlin-Reissner plates with the eXtended finite element method. International Journal Solids Structures, 2000, 37 (48 50), pp.7161-7183. <hal-01007064>
  • Natarajan Sukumar, Nicolas Moës, Ted Belytschko, B. Moran. Extended Finite Element Method for three-dimensional crack modelling. International Journal for Numerical Methods in Engineering, Wiley, 2000, 48 (11), pp.1549-1570. <hal-01006859>
  • Christophe Daux, Nicolas Moës, John Dolbow, Natarajan Sukumar, Ted Belytschko. Arbitrary branched and intersecting cracks with the eXtended Finite Element Method. International Journal for Numerical Methods in Engineering, Wiley, 2000, 48 (12), pp.1741-1760. <hal-01005274>
  • John Dolbow, Nicolas Moës, Ted Belytschko. Discontinuous enrichment in finite elements with a partition of unity method. Finite Elements in Analysis and Design, Elsevier, 2000, 36 (3 4), pp.235-260. <hal-01006752>
  • Nicolas Moës, John Dolbow, Ted Belytschko. A finite element method for crack growth without remeshing. International Journal for Numerical Methods in Engineering, Wiley, 1999, 46 (1), pp.131-150. <hal-01004829>
  • J.T. Oden, K. Vemaganti, Nicolas Moës. Hierarchical modeling of heterogeneous solids. Computer Methods in Applied Mechanics and Engineering, Elsevier, 1999, 172 (1 4), pp.3-25. <hal-01006923>
  • Nicolas Moës, J.T. Oden, K. Vemaganti, J. F. Remacle. Simplified methods and a posteriori error estimation for the homogenization of representative volume elements (RVE). Computer Methods in Applied Mechanics and Engineering, Elsevier, 1999, 176 (1 4), pp.265-278. <hal-01007289>
  • Pierre Ladevèze, Nicolas Moës, B. Douchin. Constitutive relation error estimators for (visco) plastic finite element analysis with softening. Computer Methods in Applied Mechanics and Engineering, Elsevier, 1999, 176, pp.247-264. <hal-01005991>
  • Pierre Ladevèze, Nicolas Moës. Adaptive control for finite element analysis in plasticity. Computers and Structures, Elsevier, 1999, 73 (1 5), pp.45-60. <hal-01004978>
  • Nicolas Moës, J.T. Oden, T. Zohdi. Investigation of the interactions between the numerical and the modeling errors in the Homogenized Dirichlet Projection Method. Computer Methods in Applied Mechanics and Engineering, Elsevier, 1998, 159 (1 2), pp.79-101. <hal-01007001>
  • Pierre Ladevèze, Nicolas Moës. A new a posteriori error estimation for nonlinear time-dependent finite element analysis. Computer Methods in Applied Mechanics and Engineering, Elsevier, 1998, 157 (1 2), pp.45-68. <hal-01004906>

Communication dans un congrès62 documents

  • Alexis Salzman, Nicolas Moës, Nicolas Chevaugeon. Simulation tridimensionnelle d'initiation, propagation et coalescence de fissures dans des structures à matériaux quasi fragiles avec le modèle d'endommagement par level set épaisse. 12e colloque national en calcul des structures, May 2015, Giens, France. <hal-01400462>
  • Grégory Legrain, Nicolas Moes. An efficient and accurate integration scheme for fictitious domain methods based on level-sets and anisotropic meshing. 13th U.S. National Congress on Computational Mechanics (USNCCM13), Jul 2015, San Diego, United States. <hal-01317687>
  • Grégory Legrain, Nicolas Moes. Resolution strategies for nearly singular solutions using non-conforming high-order grids. Sixth International Workshop on High-Order Finite Element and Isogeometric Methods (HOFEIM 2014), Jul 2014, Frauenchiemsee Island, Germany. <hal-01317664>
  • Nicolas Moes, Claude Stolz, Nicolas Chevaugeon. Coupling local and non-local damage evolutions with thick level set model.. IACM-2014, Jul 2014, Barcelone, Spain. <hal-01154938>
  • Andres Parrilla-Gomez, Claude Stolz, Nicolas Moes. TLS approach for damage mechanics under anti-plane shear. SMDS-2014, IUTAM Symposium on micro-mechanics of defects in solids, Jun 2014, Seville, Spain. <hal-01154936>
  • Andres Parrilla-Gomez, Claude Stolz, Nicolas Moes. Joint computational and analytical approach to characterize self similar propagation with thick level set damage model. IACM-204, Jul 2014, Barcelone, Spain. <hal-01154939>
  • Grégory Legrain, Nicolas Moes. High-order X-FEM to handle geometrical details : Improved convergence for quasi-singular solutions. 11th World concgress on computational mechanics, Jul 2014, Barcelona, Spain. 11th World concgress on computational mechanics. <hal-01317655>
  • Grégory Legrain, Nicolas Moës. Treatment of blunt corners with the X-FEM. XFEM 2013, 2013, Lyon, France. <hal-01009070>
  • Nicolas Chevaugeon, Matthieu Graveleau, Nicolas Moës. A new coupled X - FEM/ Level - Set strategy to solve contact problem. ICCCM2013 III International Conference on Computational Contact Mechanics, 2013, Lecce, Italy. <hal-01007777>
  • Nicolas Moes, Claude Stolz, Nicolas Chevaugeon, Alexis Salzman. Endommagement diffus et approche par level-set épaisse (TLS) de la transition endommagement rupture. CSMA-2013, 11ème colloque en calcul des structures, May 2013, Giens, France. <hal-01154952>
  • Nicolas Moes, Claude Stolz, Nicolas Chevaugeon, Alexis Salzman. The thick level-set method of non local damage model allowing automatic crack placement inside localization zones. CFRAC-2013, Jun 2013, Prague, Czech Republic. <hal-01154927>
  • Nicolas Moes, Claude Stolz, Nicolas Chevaugeon. The thick level-set model for damage growth and transition to fracture. ISDMM13, Jul 2013, Nantes, France. <hal-01154931>
  • Nicolas Chevaugeon, Nicolas Moës, Paul-Emile Bernard. Damages growth modeling using the Thick Level Set approach. ECCOMAS 2012, 2012, Vienne, Austria. <hal-01008056>
  • Nicolas Moes, Paul Emile Bernard, Claude Stolz, Nicolas Chevaugeon. Handling localization in damage models with thick level set approach. ESDA-2012, Jul 2012, Nantes, France. <hal-01154920>
  • Nicolas Moes, Paul Emile Bernard, Claude Stolz, Nicolas Chevaugeon. Avoiding spurious damage localization with a new non-local damage model : the thick level-set approach. Colloquium on advances in computational science, dedicated to prof Oden, Jan 2012, Caltech, United States. <hal-01154914>
  • Claude Stolz, Nicolas Moes. On the rate boundary value problem for damage modelization by thick level-set. ACOME 2012, Aug 2012, HO-CHI-MINH, Vietnam. pp.205-220, 2012. <hal-00725635>
  • Patrick Rozycki, Nicolas Moës, Steven Le Corre, Malek Zarroug. Simulation numérique d'impact en dynamique rapide de matériaux hyper-élastiques par la méthode X-FEM. 10e colloque national en calcul des structures, May 2011, Giens, France. pp.Clé USB, 2011. <hal-00592731>
  • Claude Stolz, Nicolas Moës, Paul-Émile Bernard, Nicolas Chevaugeon. Modèles d'endommagement par level-set épaisse : solutions analytiques et simulations. 10e colloque national en calcul des structures, May 2011, Giens, France. 8 p. ; Clé USB, 2011. <hal-00592732>
  • Axelle Caron, Patrick Massin, Nicolas Moës. Eléments X-FEM quadratiques en contact frottant. 10e colloque national en calcul des structures, May 2011, Giens, France. pp.Clé USB, 2011. <hal-00592855>
  • Patrick Massin, Guilhem Ferté, Axelle Caron, Nicolas Moës. Pilotage du chargement en formulation X-FEM: application aux lois cohésives. 10e colloque national en calcul des structures, May 2011, Giens, France. pp.Clé USB, 2011. <hal-00592821>
  • Maximilien Siavelis, Martin Guiton, Patrick Massin, Nicolas Moës. X-FEM avec contact et frottement pour des jonctions de failles. 10e colloque national en calcul des structures, May 2011, Giens, France. pp.Clé USB, 2011. <hal-00592796>
  • Paul Emile Bernard, Nicolas Chevaugeon, Nicolas Moes, Claude Stolz. Damage growth as an interface problem the thick level set approach. COMPDYN 2011, May 2011, Corfou, Greece. <hal-00641836>
  • Claude Stolz, Nicolas Moes. Damage approaches by thick level-set : analytical solutions and simulations. 5th International Symposium on Defect and Material Mechanics, Jun 2011, Seville, Spain. <hal-00641838>
  • Claude Stolz, Nicolas Moes, Paul Emile Bernard, Nicolas Chevaugeon. Modèles d'endommagement par level-set épaisses : solutions analytiques et simulations. CSMA 2011 Xème Colloque National Calcul des Structures, May 2011, Giens, France. <hal-00641837>
  • Pierre-Eric Bernard, Nicolas Moës, Nicolas Chevaugeon. Améliorations et validation du modèle d'endommagement par level set épaisse (TLS). 10e colloque national en calcul des structures, May 2011, Giens, France. pp.Clé USB, 2011. <hal-00595891>
  • Kristell Dréau, Nicolas Chevaugeon, Nicolas Moës. Higher order X-FEM for curved cracks. 4th European Conference on Computational Mechanics (ECCM 2010), 2010, Paris, France. <hal-01008257>
  • Paul Emile Bernard, Nicolas Moes, Claude Stolz, Nicolas Chevaugeon. A thick level set approach to model evolving damage and transition to fracture. ECCM 2010, ECCOMAS, May 2010, Paris, France. Solids, structures and coupling problems in mechanics. <hal-01154912>
  • Nicolas Chevaugeon, Nicolas Moes, Claude Stolz, Paul Emile Bernard. A thick level approach for brittle damage. ECCM 2010, May 2010, Paris, France. <hal-00489857>
  • Nicolas Chevaugeon, Nicolas Moës, Claude Stolz. A thick level-set approach to damage mechanics. 4th Symposium on defect and material mechancis, 2009, Trento, Italy. <hal-01007816>
  • Nicolas Moes, Claude Stolz, Nicolas Chevaugeon. A thick level-set approach to damage mechanics. 4th Symposium on defect and material mechancis, Jul 2009, Trento, Italy. <hal-00381953>
  • Nicolas Bonfils, Nicolas Chevaugeon, Gilles Marckmann, Nicolas Moës. Prise en compte d'une limite d'extensibilité en grandes transformations. 9e Colloque national en calcul des structures, May 2009, Giens, France. <hal-01422167>
  • Céline Dubois, Nicolas Moës, Steven Le Corre, Patrick Rozycki, M. Zarroug. X-FEM explicit dynamics for large deformation of foam seats. WCCM8 - ECCOMAS 2008, 2008, Venice, Italy. <hal-01009114>
  • Nicolas Moës, Nicolas Chevaugeon, Frédéric Dufour. A regularized brittle damage models solved by a level set technique. IUTAM Workshop, 2008, Cape Town, South Africa. <hal-01007796>
  • Kristell Dréau, Nicolas Chevaugeon, Nicolas Moës. High-order Extended Finite Element Method : Influence of the geometrical representation. 8th World Congress on Computational Mechanics (WCCM8), 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008), 2008, Venice, Italy. <hal-01008254>
  • Patrice Cartraud, Irina Ionescu, Grégory Legrain, Nicolas Moës. Image-Based Computational Homogenization of Random Materials using Level Sets and X-FEM. 8th World Congress on Computational Mechanics (WCCM8), 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008), 2008, Venice, Italy. <hal-01008287>
  • Patrice Cartraud, Grégory Legrain, Raphaël Allais, Nicolas Moës. Image-Based Computational Homogenization using Level Sets and X-FEM. 2nd International Fraunhofer Workshop -3D Imaging, Analysis, Modelling and Simulation of Macroscopic Properties, 2008, Kaiserslautern, Germany. <hal-01008288>
  • Grégory Legrain, Nicolas Moës, Erwan Verron. Robust and Direct Evaluation of J2 in Linear Elastic Fracture Mechanics with the X-FEM. WCCM - Eccomas 2008, 2008, Venice, France. <hal-01008855>
  • Nicolas Moes, Claude Stolz, Nicolas Chevaugeon. Improved extended finite element method to handle changes in crack growth. 12th international Conference on Fracture, Jul 2008, Ottawa, Canada. 2008. <hal-00381968>
  • Antonio Huerta, Nicolas Moës, Grégory Legrain, E. Sala-Lardies. Mixed X-FEM formulation for incompressible problems. 10th ESAFORM conference on material forming, 2007, Zaragoza, Spain. <hal-01008441>
  • Grégory Legrain, Nicolas Moës, Erwan Verron. Crack propagation in hyperelastic media using X-FEM. CFRAC 2007 International Conference on Computational Fracture and Failure of Materials and Structures, 2007, Nantes, France. <hal-01008042>
  • Irina Ionescu, Nicolas Moës, Patrice Cartraud, Nicolas Chevaugeon, Marianne Beringhier. Image-Based Micromechanics Analysis using Level Sets and the Extended Finite Elements Method. IWCMM17, 17th International Workshop on Computational Mechanics of Materials, 2007, Paris, France. <hal-01008289>
  • Patrick Rozycki, Nicolas Moes, Eric Bechet, Céline Dubois. Schémas d'intégration explicites et X-FEM en dynamique rapide. Huitième Colloque National en Calcul des Structures, May 2007, Giens, France. pp.25-30. <hal-01240584>
  • Samuel Geniaut, P. Massin, Nicolas Moës. X-FEM for 3D crack simulation with frictional contact. 16th European Conference on Fracture, 2006, Alexandroupolis, Greece. <hal-01009115>
  • Nicolas Moës. Recent progress in the development of the eXtended Finite Element Method : mixed problems, explicit dynamics and 3D fracture mechanics. IUTAM Seminar, Discretisation Methods for Evolving Discontinuities, 2006, Lyon, France. <hal-01008802>
  • T. Menouillard, Nicolas Moës, Alain Combescure. An optimal explicit time stepping scheme for cracks modeled with X-FEM. IUTAM Bookseries Symposium on discretization methods for evolving discontinuities, 2006, Lyon, France. <hal-01007865>
  • Grégory Legrain, Erwan Verron, Nicolas Moës. Crack propagation with X-FEM using material forces. 6th European Solid Mechanics Conference (ESMC2006), 2006, Budapest, Hungary. <hal-01008043>
  • Samuel Geniaut, P. Massin, Nicolas Moës. A stable 3D contact formulation for cracks using X-FEM. WCCM 7, 2006, Los Angeles, United States. <hal-01007810>
  • Nicolas Moës, Patrick Rozycki, Eric Bechet. Explicit dynamics with X-FEM to handle complex geometries. WCCM 7, 2006, Los Angeles, United States. <hal-01008211>
  • Nicolas Moës. Recent advances in the development of the eXtended Finite Element Method. Challenges in Computational Mechanics Workshop, 2006, Cachan, France. <hal-01008740>
  • Patrick Rozycki, Eric Bechet, Nicolas Moes. Explicit dynamic with X-FEM to handle complex geometries. III European Conference on Computational Mechanics - ECCM 2006, Jun 2006, Libson, Portugal. <hal-01240586>
  • Yosra Guetari, Steven Le Corre, Nicolas Moës. Study of the X-FEM method possibilities for machining simulation. ESAFORM 8, 2005, Technical University of Cluj Napoca, Romania. <hal-01008982>
  • Mathieu Cloirec, Nicolas Moës, Gilles Marckmann, Patrice Cartraud. Two-scale analysis of cracks using the extended finite element method. 8th International Conference on Computational Plasticity (COMPLAS VIII), 2005, Barcelona, Spain. <hal-01009075>
  • Nicolas Moës, Eric Bechet, Matthieu Tourbier. Imposing essential boundary conditions in the eXtended Finite Element Method. 8th International Conference on Computational Plasticity (COMPLAS VIII), 2005, Barcelona, Spain. <hal-01008294>
  • Samuel Geniaut, P. Massin, Nicolas Moës. Evaluation of stress intensity factors with G-Theta method and level sets in Code_Aster. 11th International Conference on Fracture (ICF XI), 2005, Turin, Italy. <hal-01008178>
  • Eric Bechet, Hans Minnebo, Nicolas Moës, B. Burgardt. Convergence and Conditionning Issues with X-FEM in Fracture Mechanics. 6th World Congress on Computational Mechanics ( WCCM VI) in conjunction with APCOM'04, 2004, Beijing, China. <hal-01008028>
  • Grégory Legrain, Nicolas Moës, Erwan Verron. Etude des forts gradients de contraintes en pointe de fissure dans un élastomère. Journée Thématique SF2M Ouest 2004, 2004, Ecole Centrale de Nantes, France. <hal-01008160>
  • Grégory Legrain, Nicolas Moës, Erwan Verron. Fracture with large deformation using X-FEM. Fourth European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS), 2004, Jyväskylä, Finland. <hal-01008234>
  • Nicolas Moës, Eric Bechet. Modeling stationary and evolving discontinuities with finite elements. 7th International Conference on Computational Plasticity (COMPLAS VII), 2003, Barcelona, Spain. <hal-01008456>
  • Nicolas Moës, Mathieu Cloirec, Patrice Cartraud. A computational approach to deal with complex microstructure geometries. 7th International Conference on Computational Plasticity (COMPLAS VII), 2003, Barcelona, Spain. <hal-01007740>
  • Patrice Cartraud, Mathieu Cloirec, Nicolas Moes. Application de la Méthode X-FEM pour l'Analyse Multi-Echelles de Matériaux. CSMA, 2003, Giens, France. REEF. <hal-01389741>
  • Nicolas Moes, Mathieu Cloirec, Patrice Cartraud, Jean-François Remacle. A COMPUTATIONAL APPROACH TO DEAL WITH COMPLEX MICROSTRUCTURE GEOMETRIES. VII International Conference on Computational Plasticity, 2003, barcelona, Spain. 2003. <hal-01389745>
  • Nicolas Moës, David Dureisseix. A two-scale parallel strategy using a simplified structural analysis for the macro scale formulation. 5th U.S. National Congress on Computational Mechanics - USNCCM99, Aug 1999, Boulder, United States. <hal-00322475>

Ouvrage (y compris édition critique et traduction)4 documents

  • Sylvie Pommier, Anthony Gravouil, Nicolas Moes, Alain Combescure. Extended Finite Element Method for Crack Propagation. ISTE WILEY, pp.254, 2011. <hal-00570279>
  • S. Pommier, Anthony Gravouil, Nicolas Moës, Alain Combescure. La simulation numérique de la propagation de fissures. Hermès Science, pp.222, 2009. <hal-01002851>
  • Sylvie Pommier, Anthony Gravouil, Nicolas Moes, Alain Combescure. La simulation numérique de la propagation des fissures: milieux tridimensionnels, fonctions de niveau, éléments finis étendus et critères énergétiques. Lavoisier, 240 p., 2009, Procédés et systèmes mécaniques. <hal-00437696>
  • Nicolas Moës. La méthode des éléments finis : extension et alternatives. Chapitre 4 -- Modélisation de discontinuités arbitraires avec X-FEM. Lavoisier, pp.434, 2006. <hal-01002850>

Chapitre d'ouvrage3 documents

  • Pierre Ladevèze, Nicolas Moës. A posteriori constitutive relation error estimators for nonlinear finite element analysis and adaptive control. Advances in adaptive computational methods in mechanics, pp.231-256, 2005. <hal-01007464>
  • H. Nguyen-Dang, A.M. Yan, Nicolas Moës. Dual boundary element analysis of the multiple-cracked body. Boundary element technology IX, pp.235-242, 2005. <hal-01007505>
  • Nicolas Moës, J.T. Oden, K. Vemaganti. A two-scale strategy and a posteriori error estimation for modeling heterogeneous structures. Advances in adaptive computational methods in mechanics, pp.115-135, 2005. <hal-01007468>