A model for prediction of time from corrosion initiation to corrosion cracking
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American Concrete Institute (ACI). Corrosion of metals in concrete. ACI manual of concrete practice. ACI Committee 222R-01; 2002.
Tuutti, 1980
Weyers, 1998, Service life model for concrete structures in chloride laden environments, ACI Mater J, 95, 445
Féderation International du Béton (fip Bulletin). Bond of reinforcement in concrete. State-of-Art Report, Bulletin no. 10, International Federation for Structural Concrete, Switzerland; 2000. p. 188–215.
Tuutti K. Corrosion of steel in concrete. Report 4-82, Swedish Cement and Concrete Research Institute, Sweden; 1982.
Broomfield, 1997
Molina, 1993, Cover cracking as a function of rebar corrosion: Part 2 – numerical model, Mater Struct, 26, 532, 10.1007/BF02472864
Hansen, 1999, Numerical simulation of reinforced concrete deterioration: Part II – steel corrosion and concrete cracking, ACI Mater J, 96, 331
Pantazopoulou, 2001, Modelling cover-cracking due to reinforcement corrosion in RC structures, J Eng Mech, 127, 342, 10.1061/(ASCE)0733-9399(2001)127:4(342)
Bazant, 1979, Physical model for steel corrosion in concrete sea structures–applications, J Struct Div, 1155, 10.1061/JSDEAG.0005169
Liu, 1998, Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures, ACI Mater J, 95, 675
Morinaga S. Prediction of service lives of reinforced concrete buildings based on rate of corrosion of reinforcing steel. Report No. 23, Shimizu Corp, Japan; 1988. p. 82.
Masoud SG. Behaviour of corroded reinforced concrete beams repaired with FRP sheets under monotonic and fatigue loads. PhD thesis, University of Waterloo, Waterloo, ON, Canada; 2002.
Al Khalaf, 1978, Steel/morter interfaces: microstructural features and mode of failure, Cem Concr Res, 9, 197, 10.1016/0008-8846(79)90026-7
Park, 1975
Capozucca, 1995, Damage of reinforced concrete due to reinforcement corrosion, Constr Build Mater, 9, 295, 10.1016/0950-0618(95)00033-C
Ohtsu, 1997, Analysis of crack propagation and crack initiation due to corrosion of reinforcement, Constr Bulid Mater, 11, 437, 10.1016/S0950-0618(97)00020-2
Jimenez, 1979, Bond and dowel capacities of reinforced concrete, ACI J, 76, 73
Tepfers, 1979, Cracking of concrete cover along anchored deformed reinforcing bars, Mag Concr Res, 31, 3, 10.1680/macr.1979.31.106.3
Timoshinko, 1940
Andrade, 1993, Cover cracking as a function of bar corrosion: Part I – experimental test, Mater Struct, 26, 453, 10.1007/BF02472805
Cabrera, 1996, Deterioration of concrete due to reinforcement steel corrosion, Cem Concr Comp, 18, 47, 10.1016/0958-9465(95)00043-7
Mangat, 1999, Bond characteristics of corroding reinforcement in concrete beams, Mater Struct, 32, 89, 10.1007/BF02479434
Yoon, 2000, Interaction between loading, corrosion, and serviceability of reinforced concrete, ACI Mater J, 97, 637
El Maaddawy, 2003, Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete, ASCE J Mater Civ Eng, 15, 41, 10.1061/(ASCE)0899-1561(2003)15:1(41)
Canadian Standards Association, (CSA) A23.3-94. Design of concrete structures. Canadian Standards Association, Rexadle, ON, Canada; 1994.
Thoft-Christensen P. Stochastic modelling of the crack initiation time for reinforced concrete structures. ASCE Structures Congress, Philadelphia, May 8–10; 2000. p. 8.
Carasquillo, 1981, Properties of high-strength concrete subjected to short-term loads, ACI J Proc, 78, 171
Legeron, 2000, Prediction of modulus of rupture of concrete, ACI Mater J, 97, 193
Cabrera GJ, Ghoddoussi P. The effect of reinforcement corrosion on the strength of the steel/concrete bond. In: International conference on bond in concrete, Riga, Lativa; 1992. p. 10/11–24.
Alonso, 1998, Factors controlling cracking of concrete affected by reinforcement corrosion, Mater Struct, 31, 435, 10.1007/BF02480466
El Maaddawy, 2005, Long-term performance of corrosion-damaged reinforced concrete beams, ACI Struct J, 102, 649