1 |
Asferg, J.L., Poulsen, P.N. and Nielsen, L.O. (2007), "A direct XFEM formulation for modeling of cohesive crack growth in concrete", Comput. Concrete, 4(2), 83-100.
DOI
|
2 |
Bhargava, K. and Ghosh, A.K. (2003), "Analytical model of corrosion-induced cracking of concrete considering the stiffness of reinforcement", Struct. Eng. Mech., 16(6), 749-769.
DOI
|
3 |
Chen, D. and Mahadevan, S. (2008), "Chloride-induced reinforcement corrosion and concrete cracking simulation", Cement Concrete Compos., 30(3), 227-238.
DOI
ScienceOn
|
4 |
Daux, C., Moës, N., Dolbow, J., Sukumar, N. and Belytschko, T. (2000), "Arbitrary branched and intersecting cracks with the extended finite element method", Int. J. Numer. Meth. Eng., 48(12), 1741-1760.
DOI
ScienceOn
|
5 |
Du, Y.G., Chan, A.H.C. and Clark, L.A. (2006), "Finite element analysis of the effects of radial expansion of corroded reinforcement", Comput. Struct., 84(13-14), 917-929.
DOI
ScienceOn
|
6 |
Duarte, C.A., Hamzeh, O.N., Liszka, T.J. and Tworzydlo, W.W. (2001), "A generalized finite element method for the simulation of three-dimensional dynamic crack propagation", Comput. Meth. Appl. Mech. Eng., 190(15-17), 2227-2262.
DOI
ScienceOn
|
7 |
Duarte, C.A. and Kim, D.J. (2008), "Analysis and applications of a generalized finite element method with global-local enrichment functions", Comput. Meth. Appl. Mech. Eng., 197(6-8), 487-504.
DOI
ScienceOn
|
8 |
Dumstorff, P. and Meschke, G. (2007), "Crack propagation criteria in the framework of X-FEM-based structural analyses", Int. J. Numer. Anal. Meth. Geomech., 31(2), 239-259.
DOI
ScienceOn
|
9 |
Farid Uddin, A.K.M., Numata, K., Shimasaki, J., Shigeishi, M. and Ohtsu, M. (2004), "Mechanisms of crack propagation due to corrosion of reinforcement in concrete by AE-SiGMA and BEM", Construct. Build. Mater., 18(3), 181-188.
DOI
ScienceOn
|
10 |
Fish, J. (1992), "The s-version of the finite element method", Comput. Struct., 43(3), 539-547.
DOI
ScienceOn
|
11 |
Gasser, T.C. and Holzapfel, G.A. (2005), "Modeling 3D crack propagation in unreinforced concrete using PUFEM", Comput. Meth. Appl. Mech. Eng., 194(25-26), 2859-2896.
DOI
ScienceOn
|
12 |
Hansbo, A. and Hansbo, P. (2004), "A finite element method for the simulation of strong and weak discontinuities in solid mechanics", Comput. Meth. Appl. Mech. Eng., 193(33-35), 3523-3540.
DOI
ScienceOn
|
13 |
Hillerborg, A., Modeer, A. and Petersson, P.E. (1976), "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements", Cement Concrete Res., 6(6), 773-782.
DOI
ScienceOn
|
14 |
Kurumatani, M. and Terada, K. (2005), "Finite cover method with mortar elements for elastoplasticity problems", Comput. Mech., 36(1), 45-61.
DOI
ScienceOn
|
15 |
Kurumatani, M. and Terada, K. (2009), "Finite cover method with multi-cover-layers for the analysis of evolving discontinuities in heterogeneous media", Int. J. Numer. Meth. Eng., 79(1), 1-24.
DOI
ScienceOn
|
16 |
Lee, S.H., Song, J.H., Yoon, Y.C., Zi, G. and Belytschko, T. (2004), "Combined extended and superimposed finite element method for cracks", Int. J. Numer. Meth. Eng., 59(8), 1119-1136.
DOI
ScienceOn
|
17 |
Loehnert, S. and Belytschko, T. (2007), "A multiscale projection method for macro/microcrack simulations", Int. J. Numer. Meth. Eng., 71(12), 1466-1482.
DOI
ScienceOn
|
18 |
Maekawa, K., Ishida, T. and Kishi, T. (2003), "Multi-scale modeling of concrete performance - Integrated material and structural mechanics", J. Adv. Concrete Technol., 1(2), 91-126.
DOI
ScienceOn
|
19 |
Marsavina, L., Audenaert, K., De Schutter, G., Faur, N. and Marsavina, D. (2007), "Modeling of chloride diffusion in hetero-structured concretes by finite element method", Cement Concrete Compos., 29(7), 559-565.
DOI
ScienceOn
|
20 |
Melenk, J.M. and Babuska, I. (1996), "The partition of unity finite element method: Basic theory and applications", Comput. Meth. Appl. Mech. Eng., 139(1-4), 289-314.
DOI
ScienceOn
|
21 |
Mergheim, J., Kuhl, E. and Steinmann, P. (2005), "A finite element method for the computational modelling of cohesive cracks", Int. J. Numer. Meth. Eng., 63(2), 276-289.
DOI
ScienceOn
|
22 |
Pivonkaa, P., Hellmichb, C. and Smith, D. (2004), "Microscopic effects on chloride diffusivity of cement pastes - a scale-transition analysis", Cement Concrete Res., 34(12), 2251-2260.
DOI
ScienceOn
|
23 |
Strouboulis, T., Copps, K. and Babuska, I. (2001), "The generalized finite element method", Comput. Meth. Appl. Mech. Eng., 190(32-33), 4081-4193.
DOI
ScienceOn
|
24 |
Suda, K., Misra, S. and Motohashi, K. (1993), "Corrosion products of reinforcing bars embedded in concrete", Corrosion Sci., 35(5-8), 1543-1549.
DOI
ScienceOn
|
25 |
Terada, K., Asai, M. and Yamagishi, M. (2003), "Finite cover method for linear and nonlinear analyses of heterogeneous solids", Int. J. Numer. Meth. Eng., 58(9), 1321-1346.
DOI
ScienceOn
|
26 |
Wells, G.N. and Sluys, L.J. (2001), "A new method for modelling cohesive cracks using finite elements", Int. J. Numer. Meth. Eng., 50(12), 2667- 2682.
DOI
ScienceOn
|
27 |
Zhang, J. and Lounis, Z. (2006), "Sensitivity analysis of simplified diffusion-based corrosion initiation model of concrete structures exposed to chlorides", Cement Concrete Res., 36(7), 1312-1323.
DOI
ScienceOn
|
28 |
Zhang, T. and Gjorv, O.E. (1996), "Diffusion behavior of chloride ions in concrete", Cement Concrete Res., 26(6), 907-917.
DOI
ScienceOn
|
29 |
Zuo, X.B., Sun, W., Yu, C. and Wan, X.R. (2010), "Modeling of ion diffusion coefficient in saturated concrete", Comput. Concrete, 7(5), 421-435.
DOI
|