5LIU Y P,WEYERS R E.Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete struetures[J].ACI Materials Journal,1998,95(6):675-681.
3WANG X G, GU X L, Strengthening of corroding reinforced concrete beams by means of CFRP laminates[ J]. Restoration of Buildings and Monuments, 2010, 16 (1) : 47-56.
4BHARGAVA K, GHOSH A K, MORI Y, et al. Analytical model for time to cover cracking in RC structure due to rebar corrosion[ J]. Nuclear Engineering and Design, 2006, 236( 11 ) : 1123-1139.
5ZHENG J J, LI C Q, LAWANWISUT W. Crack width due to corroded bar in reinforced concrete structures[ J]. International Journal of Materials & Structural Reliability, 2005, 3 (2) : 87-94.
6KIANI K, SHODJA M H. Prediction of the penetrated rust into the microcracks of concrete caused by reinforcement corrosion [ J ]. Applied Mathematical Modelling, 2011,35 (5) : 2529-2543.
7MOLINA F J, ALONSO C, ANDRADE C. Cover cracking as a function of rebar corrosion: part 2- numerical model [ J]. Materials and Structures, 1993, 163(26) : 532-548.
8ZHAO Y X, YU J, HUB Y, JIN W L. Crack shape and rust distribution in corrosion-indueed cracking concrete [J]. Corrosion Science, 2012, 55: 385-393.
9ALONSO C, ANDRADE C, RODRIGUEZ J, et al. Factors controlling cracking of concrete affected by reinforcement corrosion [ J ]. Material and Structures, 1998, 31(8) : 435-441.
10MULLARD A J, STEWART G M. Corrosion-induced cracking: new experimental data and predictive model [J]. ACI Structural Journal, 2011, 108( 1 ) : 71-79.
