[1]
|
Elices, M., Guinea, G.V., Gomes, J. and Planas, J. (2002) The Cohesive Zone Model: Advantages, Limitations and Challenges. Engineering Fracture Mechanics, 69, 137-163. http://dx.doi.org/10.1016/S0013-7944(01)00083-2
|
[2]
|
Seagraves, A. and Radovitzky, R. (2010) Advances in Cohesive Zone Modeling of Dynamic Fracture. In: Shukla, A., et al., Eds., Dynamic Failure of Materials and Structures, Springer, 349-405.
|
[3]
|
Dugdale, D.S. (1960) Yielding of Steel Sheets Containing Slits. Journal of the Mechanics and Physics of Solids, 8, 100-108. http://dx.doi.org/10.1016/0022-5096(60)90013-2
|
[4]
|
Barenblatt, G.I. (1962) The Mathematical Theory of Equilibrium Cracks in Brittle Fracture. Advances in Applied Mechanics, 7, 55-129. http://dx.doi.org/10.1016/S0065-2156(08)70121-2
|
[5]
|
Hillerborg, A., Modeer, M. and Phtersson, P.E. (1976) Analy-sis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements. Cement and Concrete Research, 6, 773-782.
http://dx.doi.org/10.1016/0008-8846(76)90007-7
|
[6]
|
Tvergaard, V. and Hutchinson, J.W. (1992) The Relation between Crack Growth Resistance and Fracture Parameters in Elastic-Plastic Solids. Journal of the Mechanics and Physics of Solids, 40, 1377-1397.
http://dx.doi.org/10.1016/0022-5096(92)90020-3
|
[7]
|
Xu, X.P. and Needleman, A. (1994) Numerical Simulations of Fast Crack Growth in Brittle Solids. Journal of the Mechanics and Physics of Solids, 42, 1397-1434. http://dx.doi.org/10.1016/0022-5096(94)90003-5
|
[8]
|
Camacho, G.T. and Ortiz, M. (1996) Computational Modeling of Impact Damage in Brittle Materials. International Journal of Solids and Structures, 33, 2899-2938. http://dx.doi.org/10.1016/0020-7683(95)00255-3
|
[9]
|
Geubelle, P.H. and Baylor, J. (1998) Impact-Induced Delamina-tion of Laminated Composites: A 2D Simulation. Com- posites Part B Engineering, 29, 589-602. http://dx.doi.org/10.1016/S1359-8368(98)00013-4
|
[10]
|
Cornec, A., Scheider, I. and Schwalbe, K.-H. (2003) On the Practical Application of the Cohesive Models. Engineering Fracture Mechanics, 70, 1963-1987.
|
[11]
|
Klein, P.A., Foulk, J.W., Chen, E.P., Wimmer, S.A. and Gao, H. (2001) Physics-Based Modeling of Brittle Fracture: Cohesive Formulation and the Application of Meshfree Methods. Theoretical and Applied Fracture Mechanics, 37, 99- 166. http://dx.doi.org/10.1016/S0167-8442(01)00091-X
|
[12]
|
Paulino, G.H., Celes, W., Espinha, R. and Zhang, Z. (2008) A General Topology-Based Framework of Adaptive Insertion of Cohesive Elements in Finite Element Meshes. Engineering with Computers, 24, 59-78.
http://dx.doi.org/10.1007/s00366-007-0069-7
|
[13]
|
Pandolfi, A. and Ortiz, M. (1998) Solid Modeling Aspects of Three-Dimensional Fragmentation. Engineering with Computers, 14, 287-308. http://dx.doi.org/10.1007/BF01201761
|
[14]
|
Papoulia, K.D., Sam, C.-H. and Vavasis, S.A. (2003) Time Continuity in Cohesive Finite Element Modeling. International Journal for Numerical Methods in Engineering, 58, 679-701. http://dx.doi.org/10.1002/nme.778
|
[15]
|
Turon, A., Davilla, C.G., Camanho, P.P. and Costa, J. (2007) An Engineering Solution for Mesh Size Effects in the Simulation of Delamination Using Cohesive Zone Models. Engineering Fracture Mechanics, 74, 1665-1682.
http://dx.doi.org/10.1016/j.engfracmech.2006.08.025
|