Nicolas MOËS
Título
Citado por
Citado por
Año
A finite element method for crack growth without remeshing
N Moës, J Dolbow, T Belytschko
Int. J. Numer. Meth. Engng 46, 131-150, 1999
62861999
Extended finite element method for cohesive crack growth
N Moës, T Belytschko
Engineering fracture mechanics 69 (7), 813-833, 2002
14042002
Extended finite element method for three‐dimensional crack modelling
N Sukumar, N Moës, B Moran, T Belytschko
International journal for numerical methods in engineering 48 (11), 1549-1570, 2000
12812000
Arbitrary discontinuities in finite elements
T Belytschko, N Moës, S Usui, C Parimi
International Journal for Numerical Methods in Engineering 50 (4), 993-1013, 2001
12782001
Modeling holes and inclusions by level sets in the extended finite-element method
N Sukumar, DL Chopp, N Moës, T Belytschko
Computer methods in applied mechanics and engineering 190 (46-47), 6183-6200, 2001
12662001
Arbitrary branched and intersecting cracks with the extended finite element method
C Daux, N Moës, J Dolbow, N Sukumar, T Belytschko
International journal for numerical methods in engineering 48, 1741-1760, 2010
1053*2010
Modelling crack growth by level sets in the extended finite element method
M Stolarska, DL Chopp, N Moës, T Belytschko
International journal for numerical methods in Engineering 51 (8), 943-960, 2001
8382001
Non‐planar 3D crack growth by the extended finite element and level sets—Part I: Mechanical model
N Moës, A Gravouil, T Belytschko
International journal for numerical methods in engineering 53 (11), 2549-2568, 2002
7312002
A computational approach to handle complex microstructure geometries
N Moës, M Cloirec, P Cartraud, JF Remacle
Computer methods in applied mechanics and engineering 192 (28-30), 3163-3177, 2003
7202003
Non‐planar 3D crack growth by the extended finite element and level sets—Part II: Level set update
A Gravouil, N Moës, T Belytschko
International journal for numerical methods in engineering 53 (11), 2569-2586, 2002
6172002
An extended finite element method for modeling crack growth with frictional contact
J Dolbow, N Moës, T Belytschko
Computer methods in applied Mechanics and engineering 190 (51-52), 6825-6846, 2001
6162001
Discontinuous enrichment in finite elements with a partition of unity method
J Dolbow, N Moës, T Belytschko
Finite elements in analysis and design 36 (3-4), 235-260, 2000
5002000
Improved implementation and robustness study of the X‐FEM for stress analysis around cracks
É Béchet, H Minnebo, N Moës, B Burgardt
International Journal for Numerical Methods in Engineering 64 (8), 1033-1056, 2005
4592005
Structured extended finite element methods for solids defined by implicit surfaces
T Belytschko, C Parimi, N Moës, N Sukumar, S Usui
International journal for numerical methods in engineering 56 (4), 609-635, 2003
3592003
Imposing Dirichlet boundary conditions in the extended finite element method
N Moës, E Béchet, M Tourbier
International Journal for Numerical Methods in Engineering 67 (12), 1641-1669, 2006
2642006
Modeling fracture in Mindlin–Reissner plates with the extended finite element method
J Dolbow, N Moës, T Belytschko
International journal of solids and structures 37 (48-50), 7161-7183, 2000
2582000
A method for multiple crack growth in brittle materials without remeshing
E Budyn, G Zi, N Moës, T Belytschko
International journal for numerical methods in engineering 61 (10), 1741-1770, 2004
2502004
A level set based model for damage growth: the thick level set approach
N Moës, C Stolz, PE Bernard, N Chevaugeon
International Journal for Numerical Methods in Engineering 86 (3), 358-380, 2011
2052011
Hierarchical modeling of heterogeneous solids
JT Oden, K Vemaganti, N Moës
Computer Methods in Applied Mechanics and Engineering 172 (1-4), 3-25, 1999
1841999
The extended finite element method for rigid particles in Stokes flow
GJ Wagner, N Moës, WK Liu, T Belytschko
International Journal for Numerical Methods in Engineering 51 (3), 293-313, 2001
1822001
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20