과제정보
연구 과제 주관 기관 : National Natural Science Foundation of China, Central Universities
참고문헌
- Andrade, C., Alonso, C. and Molina, F.J. (1993), "Cover cracking as a function of bar corrosion: Part I-Experimental test", Mater. Struct., 26(8), 453-464. https://doi.org/10.1007/BF02472805
- Angst, U., Elsener, B., Larsen, C.K. and Vennesland, O . (2009), "Critical chloride content in reinforced concrete-A review", Cement Concrete Res., 39(12), 1122-1138. https://doi.org/10.1016/j.cemconres.2009.08.006
- Biondini, F., Bontempi, F., Frangopol, D.M. and Malerba, P.G. (2004), "Cellular automata approach to durability analysis of concrete structures in aggressive environments", J. Struct. Eng., 130(11), 1724-1737. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:11(1724)
- Chen, L., Qian, Z. and Wang, J. (2016), "Multiscale numerical modeling of steel bridge deck pavements considering vehicle-pavement interaction", Int. J. Geomech., 16(1), B4015002. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000461
- Chun Qing, L. (2000), "Corrosion initiation of reinforcing steel in concrete under natural salt spray and service loading-results and analysis", Mater. J., 97(6), 690-697.
- Francois, R. and Arliguie, G. (1999), "Effect of microcracking and cracking on the development of corrosion in reinforced concrete members", Mag. Concrete Res., 51(2), 143-150. https://doi.org/10.1680/macr.1999.51.2.143
- Guo, L., Guo, X.M. and Mi, C.W. (2012), "Multi-scale finite element analysis of chloride diffusion in concrete incorporating paste/aggregate ITZs", Sci. Chin. Phys. Mech., 55(9), 1696-1702. https://doi.org/10.1007/s11433-012-4832-4
- Hiratsuka, Y. and Maekawa, K. (2015), "Multi-scale and Multi-Chemo-Physics analysis applied to fatigue life assessment of strengthened bridge decks", Computational Plasticity Xiii: Fundamentals and Applications, 596-607.
- Ladeveze, P. (2004), "Multiscale modelling and computational strategies for composites", Int. J. Numer. Meth. Eng., 60(1), 233-253. https://doi.org/10.1002/nme.960
- Li, J. and Shao, W. (2014), "The effect of chloride binding on the predicted service life of RC pipe piles exposed to marine environments", Ocean Eng., 88, 55-62. https://doi.org/10.1016/j.oceaneng.2014.06.021
- Li, X., Wu, F. and Huang, Z. (2009), "Analytical solution to chloride diffusion equation on concrete", Concrete, 10, 30-33. (in Chinese)
- Li, Z., Tu, X. and Chen, A.R. (2014), "Stochastic durability assessment of concrete pylon for long-span cable stayed bridge", Bridge Maintenance, Safety, Management and Life Extension, CRC Press, 2544-2551.
- Liu, T. and Weyers, R.W. (1998), "Modeling the dynamic corrosion process in chloride contaminated concrete structures", Cement Concrete Res., 28(3), 365-379. https://doi.org/10.1016/S0008-8846(98)00259-2
- 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. https://doi.org/10.3151/jact.1.91
- Maekawa, K., Ishida, T. and Kishi, T. (2009), Multi Scale Modeling of Structural Concrete, Taylor & Francis, Inc.
- Mangat, P.S. and Molloy, B.T. (1994), "Prediction of long-term chloride concentration in concrete", Mater. Struct., 27(6), 338-346. https://doi.org/10.1007/BF02473426
- Moodi, F., Ramezanianpour, A. and Jahangiri, E. (2014), "Assessment of some parameters of corrosion initiation prediction of reinforced concrete in marine environments", Comput. Concrete, 13(1), 71-82. https://doi.org/10.12989/cac.2013.13.1.071
- Pan, Z., Chen, A. and Ruan, X. (2015), "Spatial variability of chloride and its influence on thickness of concrete cover: A two-dimensional mesoscopic numerical research", Eng. Struct., 95, 154-169. https://doi.org/10.1016/j.engstruct.2015.03.061
- Pritpal, S.M. and Mahmoud, S.E. (1999), "Flexural strength of concrete beams with corroding reinforcement", Struct. J., 96(1), 149-158.
- Roberge, P.R. (2008), Corrosion Engineering Principles and Practice, McGraw-Hill Education.
- Savija, B., Lukovic, M., Pacheco, J. and Schlangen, E. (2013), "Cracking of the concrete cover due to reinforcement corrosion: A two-dimensional lattice model study", Constr. Build. Mater., 44, 626-638. https://doi.org/10.1016/j.conbuildmat.2013.03.063
- Sun, B., Wang, X. and Li, Z. (2015), "Meso-scale image-based modeling of reinforced concrete and adaptive multi-scale analyses on damage evolution in concrete structures", Comput. Mater. Sci., 110, 39-53. https://doi.org/10.1016/j.commatsci.2015.07.050
- Sun, G., Sun, W., Zhang, Y. and Liu, Z. (2012), "Multi-scale modeling of the effective chloride ion diffusion coefficient in cement-based composite materials", J. Wuhan Univ. Technol., Mater. Sci. Ed., 27(2), 364-373. https://doi.org/10.1007/s11595-012-0467-6
- Torres-Acosta, A.A., Navarro-Gutierrez, S. and Teran-Guillen, J. (2007), "Residual flexure capacity of corroded reinforced concrete beams", Eng. Struct., 29(6), 1145-1152. https://doi.org/10.1016/j.engstruct.2006.07.018
- Torres-Acosta Andres, A. and Martinez-Madrid, M. (2003), "Residual life of corroding reinforced concrete structures in marine environment", J. Mater. Civil Eng., 15(4), 344-353. https://doi.org/10.1061/(ASCE)0899-1561(2003)15:4(344)
- Unger, J.F. and Eckardt, S. (2011), "Multiscale modeling of concrete", Arch. Comput. Meth. Eng., 18(3), 341. https://doi.org/10.1007/s11831-011-9063-8
- Vidal, T., Castel, A. and Francois, R. (2004), "Analyzing crack width to predict corrosion in reinforced concrete", Cement Concrete Res., 34(1), 165-174. https://doi.org/10.1016/S0008-8846(03)00246-1
- Vidal, T., Castel, A. and Francois, R. (2007), "Corrosion process and structural performance of a 17 year old reinforced concrete beam stored in chloride environment", Cement Concrete Res., 37(11), 1551-1561. https://doi.org/10.1016/j.cemconres.2007.08.004
- Ye, H.L., Jin, X.Y., Chen, W., Fu, C.Q. and Jin, N.G. (2016), "Prediction of chloride binding isotherms for blended cements", Comput. Concrete, 17(5), 665-682.
- Yuan, Q., Shi, C., De Schutter, G., Audenaert, K. and Deng, D. (2009), "Chloride binding of cement-based materials subjected to external chloride environment-A review", Constr. Build. Mater., 23(1), 1-13. https://doi.org/10.1016/j.conbuildmat.2008.02.004
- Zhang, R., Castel, A. and Francois, R. (2009), "The corrosion pattern of reinforcement and its influence on serviceability of reinforced concrete members in chloride environment", Cement Concrete Res., 39(11), 1077-1086. https://doi.org/10.1016/j.cemconres.2009.07.025
- Zhang, R., Castel, A. and Francois, R. (2010), "Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process", Cement Concrete Res., 40(3), 415-425. https://doi.org/10.1016/j.cemconres.2009.09.026
- Zhao, Y., Gao, X., Xu, C. and Jin, W. (2009), "Concrete surface chloride ion concentration varying with seasons in marine environment (Chinese)", J. Zhejiang Univ. (Eng. Sci.), 43(11), 2120-2124.
- Zhu, W., Francois, R., Fang, Q. and Zhang, D. (2016), "Influence of long-term chloride diffusion in concrete and the resulting corrosion of reinforcement on the serviceability of RC beams", Cement Concrete Compos., 71, 144-152. https://doi.org/10.1016/j.cemconcomp.2016.05.003
피인용 문헌
- Numerical Study on Diffusion of Chloride and Induced Rebar Corrosion by Two-Dimensional Multiscale Approach vol.2018, pp.None, 2018, https://doi.org/10.1155/2018/1932813
- Influence of Pore Size and Fatigue Loading on NaCl Transport Properties in C-S-H Nanopores: A Molecular Dynamics Simulation vol.13, pp.3, 2018, https://doi.org/10.3390/ma13030700
- Numerical model for local corrosion of steel reinforcement in reinforced concrete structure vol.27, pp.4, 2018, https://doi.org/10.12989/cac.2021.27.4.385