Analytic model of non-uniform corrosion induced cracking of reinforced concrete structure
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[1] Shucai Li,et al. Model for cover cracking due to corrosion expansion and uniform stresses at infinity , 2008 .
[2] Khaled Soudki,et al. A model for prediction of time from corrosion initiation to corrosion cracking , 2007 .
[3] Keqiang Zhang,et al. A Calculation Model for Corrosion Cracking in RC Structures , 2007 .
[4] 张克强,et al. A Calculation Model for Corrosion Cracking in RC Structures , 2007 .
[5] Kapilesh Bhargava,et al. Model for cover cracking due to rebar corrosion in RC structures , 2006 .
[6] Kapilesh Bhargava,et al. Analytical model for time to cover cracking in RC structures due to rebar corrosion , 2006 .
[7] Xiao-Hui Wang,et al. Bond strength modeling for corroded reinforcements , 2006 .
[8] Stavroula J. Pantazopoulou,et al. Modeling Cover-Cracking due to Reinforcement Corrosion in RC Structures , 2001 .
[9] H. Reinhardt,et al. Crack extension resistance based on the cohesive force in concrete , 1999 .
[10] C. Li,et al. MODELING TIME-TO-CORROSION CRACKING IN CHLORIDE CONTAMINATED REINFORCED CONCRETE STRUCTURES. DISCUSSIONS AND CLOSURE , 1999 .
[11] H. Reinhardt,et al. Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part III: Compact tension specimens and wedge splitting specimens , 1999 .
[12] Richard E. Weyers,et al. MODELING THE TIME-TO-CORROSION CRACKING IN CHLORIDE CONTAMINATED REINFORCED CONCRETE STRUCTURES , 1998 .
[13] H. Reinhardt,et al. Crack Extension Resistance and Fracture Properties of Quasi-Brittle Softening Materials like Concrete Based on the Complete Process of Fracture , 1998 .
[14] Mark G. Stewart,et al. Time-dependent reliability of deteriorating reinforced concrete bridge decks , 1998 .
[15] Y. Murakami. Stress Intensity Factors Handbook , 2006 .