1 |
Chen, D. and Mahadevan, S. (2008), "Chloride-induced reinforcement corrosion and concrete cracking simulation", Cement Concrete Compos., 30(3), 227-238.
DOI
ScienceOn
|
2 |
Duan, H.et al. (2006), "Effective conductivities of heterogeneous media containing multiple inclusions with various spatial distributions", Phys. Review B, 73(17), 174203.
DOI
|
3 |
Garboczi, E. and Bentz, D. (1992), "Computer simulation of the diffusivity of cement-based materials", J. Mater. Sci., 27(8), 2083-2092.
DOI
|
4 |
Granqvist, C. and Hunderi, O. (1978), "Conductivity of inhomogeneous materials: effective-medium theory with dipole-dipole interaction", Phys. Review B, 18(4), 1554.
DOI
|
5 |
Hafner, S., Eckardt, S. and Konke, C. (2003), "A geometrical inclusion-matrix model for the finite element analysis of concrete at multiple scales. In: Proceedings of the 16th IKM.
|
6 |
Hafner, S., Eckardt, S., Luther, T., Konke, C. (2006), "Mesoscale modeling of concrete: geometry and numeric", Comput. Struct., 84(7), 450-461.
DOI
ScienceOn
|
7 |
Han, S.H. (2007), "Influence of diffusion coefficient on chloride ion penetration of concrete structure", Constr.Build. Mater., 21(2), 370-378.
DOI
ScienceOn
|
8 |
Hobbs, D. (1999), "Aggregate influence on chloride ion diffusion into concrete", Cement Concrete Res., 29(12), 1995-1998.
DOI
|
9 |
Jarque, C. and Bera, A. (1987),"A test for normality of observations and regression residuals", International Statistical Review/Revue Internationale de Statistique, 163-172.
|
10 |
Kim, S.M. and Abu Al-Rub, R.K. (2011),"Meso-scale computational modeling of the plastic-damage response of cementitious composites", Cement Concrete Res., 41(3), 339-358.
DOI
ScienceOn
|
11 |
Bazant, Z.P., Tabbara, M., Kazemi, M., and Pijaudier‐Cabot, G. (1990), "Random particle model for fracture of aggregate or fiber composites", J. Eng. Mech., 116(8), 1686-1705.
DOI
|
12 |
Ababneh, A., Benboudjema, F. and Xi, Y. (2003), "Chloride penetration in nonsaturated concrete", J. Mater. Civil Eng., 15(2), 183-191.
DOI
ScienceOn
|
13 |
Almusallam, A.A., Al-Gahtani, A.S., Aziz, A.R., Rasheeduzzafar (1996), "Effect of reinforcement corrosion on bond strength", Constr. Build.Mater., 10(2), 123-129.
DOI
ScienceOn
|
14 |
Bazant, Z.P. and Planas, J. (1997), Fracture and Size Effect in Concrete and Other Quasi-brittle Materials, CRC PressILlc.
|
15 |
Bentz, D.P. (2007), "A virtual rapid chloride permeability test", Cement Concrete Compos., 29(10), 723-731.
DOI
|
16 |
Caballero, A., Lopez, C. and Carol, I. (2006), "3D meso-structural analysis of concrete specimens under uniaxial tension", Comput. Meth. Appl. Mech. Eng., 195(52), 7182-7195.
DOI
ScienceOn
|
17 |
Cabrera, J. (1996), "Deterioration of concrete due to reinforcement steel corrosion", Cement Concrete Compos., 18(1), 47-59.
DOI
ScienceOn
|
18 |
Cairns, J., Plizzari, G.A., Du, Y., Law, D.Y. and Franzoni, C. (2005), "Mechanical properties of corrosion-damaged reinforcement", ACI Mater. J., 102(4), 256-264.
|
19 |
Zhang, S.P., Dong, X and Jiang, J.Y. (2013), "Effect of measurement method and cracking on chloride transport in concrete", Comput. Concr., 11(4), 305-316.
DOI
|
20 |
Zheng, J., Li, C. and Zhao, L. (2003), "Simulation of two-dimensional aggregate distribution with wall effect", J. Mater. Civil Eng., 15(5), 506-510.
DOI
|
21 |
Van Mier, J. and Van Vliet, M. (2003), "Influence of microstructure of concrete on size/scale effects in tensile fracture", Eng. Fracture Mech., 70(16), 2281-2306.
DOI
ScienceOn
|
22 |
Zheng, J.J., Zhou, X.Z., Wu, Y.F. and Jin, X.Y. (2012), "A numerical method for the chloride diffusivity in concrete with aggregate shape effect", Constr. Build. Mater., 31, 151-156.
DOI
|
23 |
Zheng, J. and Zhou, X. (2008), "Three-phase composite sphere model for the prediction of chloride diffusivity of concrete", J. Mater. Civil Eng., 20(3), 205-211.
DOI
|
24 |
Wang, W., Wang, J. and Kim, M. (2001), "An algebraic condition for the separation of two ellipsoids", Computer aided geometric design, 18(6), 531-539.
DOI
ScienceOn
|
25 |
Wang, L. and Ueda, T. (2011), "Mesoscale simulation of chloride diffusion in concrete considering the binding capacity and concentration dependence", Computers Concr., 8(3), 125-142.
DOI
|
26 |
Wang, L., Wang, X., Mohammad, L. and Abadie, C. (2005), "Unified method to quantify aggregate shape angularity and texture using fourier analysis", J. Mater. In civil Eng., 17(5), 498-504.
DOI
|
27 |
Wang, X.Y., Park, K.B. and Lee, H.S. (2012), "Modeling of chloride diffusion in a hydrating concrete incorporating silica fume", Comput. Concr., 10(5), 523-539.
DOI
ScienceOn
|
28 |
Wang, Z., Kwan, A. and Chan, H. (1999), "Mesoscopic study of concrete I: generation of random aggregate structure and finite element mesh", Comput. Struct., 70(5), 533-544.
DOI
ScienceOn
|
29 |
Xi, Y. and Bazant, Z.P. (1999), "Modeling chloride penetration in saturated concrete", J. Mater. Civil Eng., 11(1), 58-65.
DOI
ScienceOn
|
30 |
Xu, Z., Hao, H. and Li, H. (2012), "Mesoscale modelling of fiber reinforced concrete material under compressive impact loading", Constr. Build. Mater., 26(1), 274-288.
DOI
|
31 |
Yang, C. (2005), "Effect of the percolated interfacial transition zone on the chloride migration coefficient of cement-based materials", Mater. Chem. Phys., 91(2), 538-544.
DOI
|
32 |
Yang, C. and Su, J. (2002), "Approximate migration coefficient of interfacial transition zone and the effect of aggregate content on the migration coefficient of mortar", Cement Concrete Res., 32(10), 1559-1565.
DOI
ScienceOn
|
33 |
Yuan, Q., Shi, C., Schutterc, G.D., Audenaertc, K. and Denga, D. (2009), "Chloride binding of cement-based materials subjected to external chloride environment-a review", Construct. Build. Mater., 23(1), 1-13.
DOI
|
34 |
Mohammed, T. and Hamada, H. (2003),"Relationship between free chloride and total chloride contents in concrete",Cement Concr. Res.33(9), 1487-1490.
DOI
ScienceOn
|
35 |
Leite, J., Slowik, V. and Mihashi, H. (2004),"Computer simulation of fracture processes of concrete using mesolevel models of lattice structures", Cement Concrete Res., 34(6), 1025-1033.
DOI
ScienceOn
|
36 |
Li, L.Y., Xia, J. and Lin, S.S. (2012),"A multi-phase model for predicting the effective diffusion coefficient of chlorides in concrete", Constr. Build. Mater., 26(1), 295-301.
DOI
ScienceOn
|
37 |
Lilliefors, H. (1967), "On the Kolmogorov-Smirnov test for normality with mean and variance unknown", J. the American Statistical Assoc.,62(318), 399-402.
DOI
ScienceOn
|
38 |
Ruan, X. and Pan, Z.C. (2012), "Mesoscopic simulation method of concrete carbonation process", Struct. Infrastruct. Eng., 8(2), 99-110.
DOI
ScienceOn
|
39 |
Oh, B.H. and Jang, S.Y. (2004),"Prediction of diffusivity of concrete based on simple analytic equations", Cement Concrete Res., 34(3), 463-480.
DOI
|
40 |
Ollivier, J., Maso, J. and Bourdette, B. (1995),"Interfacial transition zone in concrete", Advanced Cement Based Mater., 2(1), 30-38.
DOI
|
41 |
Saetta, A.V. (2005), "Deterioration of reinforced concrete structures due to chemical-physical phenomena: model-based simulation", J. Mater. Civil Eng., 17(3), 313-319.
DOI
ScienceOn
|
42 |
Scrivener, K.L. and Nemati, K.M. (1996), "The percolation of pore space in the cement paste/aggregate interfacial zone of concrete", Cement Concrete Res., 26(1), 35-40.
DOI
ScienceOn
|
43 |
Shafei, B., Alipour, A. and Shinozuka, M. (2011), "Prediction of corrosion initiation in reinforced concrete members subjected to environmental stressors: A finite-element framework", Cement Concrete Res., 42(2), 365-376.
|
44 |
Van Mien, T., Stitmannaithum, B. and Nawa, T. (2011), "Prediction of chloride diffusion coefficient of concrete under flexural cyclic load", Comput. Concr., 8(3), 343-355.
DOI
ScienceOn
|
45 |
Care, S. (2003), "Influence of aggregates on chloride diffusion coefficient into mortar", Cement Concr. Research, 33(7), 1021-1028.
DOI
|
46 |
CECS220 (2007), Standard for durability assessment of concrete structures (CECS220:2007), China Construction Press.
|
47 |
Billingsley, P. (2012), "Probability and measure", John Wiley & Sons.
|
48 |
Zeng, Y. (2007), "Modeling of chloride diffusion in hetero-structured concretes by finite element method", Cement Concrete Compos., 29(7), 559-565.
DOI
ScienceOn
|
49 |
Halamickova, P. Detwiler, R.J., Bentz, D.P. and Garboczi, E.J. (1995), "Water permeability and chloride ion diffusion in Portland cement mortars: relationship to sand content and critical pore diameter", Cement Concrete Res., 25(4), 790-802.
DOI
ScienceOn
|
50 |
Care, S. and Herve, E. (2004), "Application of a n-phase model to the diffusion coefficient of chloride in mortar", Transport in porous media, 56(2), 119-135.
DOI
|
51 |
Zhang, S.P. and Zhao, B.H. (2012), "Research on chloride ion diffusivity of concrete subjected to environment", Comput. Concr., 10(3), 219-229.
DOI
ScienceOn
|
52 |
Du, Y., Clark, L. and Chan, A. (2005), "Residual capacity of corroded reinforcing bars", Mag. Concrete Res., 57(3), 135-148.
DOI
ScienceOn
|