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发表于 2014-7-23 22:39:47
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来自 湖北武汉
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[2] Dolbow J, Belytschko T. A finite element method for crack growth without remeshing[J]. Int. J. Numer. Meth. Engng, 1999, 46(1): 131-150.
[3] Sukumar N, Belytschko T. Arbitrary branched and intersecting cracks with the extended finite element method[J]. Int. J. Numer. Meth. Engng, 2000, 48: 1741-1760.
[4] Sukumar N, Moës N, Moran B, et al. Extended finite element method for three‐dimensional crack modelling[J]. International Journal for Numerical Methods in Engineering, 2000, 48(11): 1549-1570.
[5] Dolbow J, Moës N, Belytschko T. Discontinuous enrichment in finite elements with a partition of unity method[J]. Finite elements in analysis and design, 2000, 36(3): 235-260.
[6] Dolbow J, Moës N, Belytschko T. An extended finite element method for modeling crack growth with frictional contact[J]. Computer Methods in Applied Mechanics and Engineering, 2001, 190(51): 6825-6846.
[7] Wells G N, Sluys L J. A new method for modelling cohesive cracks using finite elements[J]. International Journal for Numerical Methods in Engineering, 2001, 50(12): 2667-2682.
[8] Stolarska M, Chopp D L, Moës N, et al. Modelling crack growth by level sets in the extended finite element method[J]. International journal for numerical methods in Engineering, 2001, 51(8): 943-960.
[9] Moës N, Belytschko T. Extended finite element method for cohesive crack growth[J]. Engineering fracture mechanics, 2002, 69(7): 813-833.
[10] Moës N, Gravouil A, Belytschko T. Non‐planar 3D crack growth by the extended finite element and level sets—Part I: Mechanical model[J]. International Journal for Numerical Methods in Engineering, 2002, 53(11): 2549-2568.
[11] Gravouil A, Moës N, Belytschko T. Non‐planar 3D crack growth by the extended finite element and level sets—Part II: Level set update[J]. International Journal for Numerical Methods in Engineering, 2002, 53(11): 2569-2586.
[12] Stazi F L, Budyn E, Chessa J, et al. An extended finite element method with higher-order elements for curved cracks[J]. Computational Mechanics, 2003, 31(1-2): 38-48.
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