Environmental effects on cover cracking due to corrosion
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[1] Youping Liu,et al. Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures , 1996 .
[2] Kapilesh Bhargava,et al. Analytical model for time to cover cracking in RC structures due to rebar corrosion , 2006 .
[3] Richard E. Weyers,et al. MODELING THE TIME-TO-CORROSION CRACKING IN CHLORIDE CONTAMINATED REINFORCED CONCRETE STRUCTURES , 1998 .
[4] Stavroula J. Pantazopoulou,et al. Modeling Cover-Cracking due to Reinforcement Corrosion in RC Structures , 2001 .
[5] B. Martín‐Pérez. Service life modelling of R.C. highway structures exposed to chlorides , 1999 .
[6] Kiyoshi Okadaand Toyoaki Miyagawa. Chloride Corrosion of Reinforcing Steel in Cracked Concrete , 1980 .
[7] Carolyn M. Hansson,et al. The influence of silica fume on the corrosion resistance of steel in high performance concrete exposed to simulated sea water , 2003 .
[8] Quang Thanh Nguyen,et al. Fracture of concrete caused by the reinforcement corrosion products , 2006 .
[9] Cruz Alonso,et al. Cover cracking as a function of rebar corrosion: Part 2—Numerical model , 1993 .
[10] Khaled Soudki,et al. A model for prediction of time from corrosion initiation to corrosion cracking , 2007 .
[11] Robert E. Melchers,et al. Analytical Model for Corrosion-Induced Crack Width in Reinforced Concrete Structures , 2006 .
[12] Robert E. Melchers,et al. Mathematical modelling of the diffusion controlled phase in marine immersion corrosion of mild steel , 2003 .
[13] I Balafas,et al. Modeling the Structural Effects of Rust in Concrete Cover , 2011 .
[14] Z. Suo,et al. Mixed mode cracking in layered materials , 1991 .
[15] J. P. Broomfield,et al. Corrosion of Steel in Concrete , 2011 .
[16] G. Duffó,et al. A study of steel rebars embedded in concrete during 65 years , 2004 .
[17] H. Shih,et al. Corrosion resistance and mechanical properties of low-alloy steels under atmospheric conditions , 2005 .
[18] Z. Bažant. Closure of "Physical Model for Steel Corrosion in Concrete Sea Structures—Application" , 1980 .
[19] Andrés A. Torres-Acosta,et al. Concrete Cracking by Localized Steel Corrosion-Geometric Effects , 2004 .
[20] C. Andrade,et al. Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types , 1988 .
[21] M. Benarie,et al. A general corrosion function in terms of atmospheric pollutant concentrations and rain pH , 1986 .
[22] Masayasu Ohtsu,et al. Analysis of crack propagation and crackinitiation due to corrosion of reinforcement , 1997 .
[23] Weiliang Jin,et al. Modeling the Amount of Steel Corrosion at the Cracking of Concrete Cover , 2006 .
[24] A. P. Crane. Corrosion of reinforcement in concrete construction , 1983 .
[25] Sabine Caré,et al. Influence of Impressed Current on the Initiation of Damage in Reinforced Mortar Due to Corrosion of Embedded Steel , 2007 .
[26] K. Tuutti,et al. Service Life of Structures with Regard to Corrosion of Embedded Steel , 1980 .
[27] Carmen Andrade,et al. Corrosion rate monitoring in the laboratory and on-site , 1996 .
[28] Cj Burgoyne,et al. RATIONAL USE OF ADVANCED COMPOSITES IN CONCRETE , 2001 .
[29] M. Raupach. CHLORIDE-INDUCED MACROCELL CORROSION OF STEEL IN CONCRETE - THEORETICAL BACKGROUND AND PRACTICAL CONSEQUENCES , 1996 .
[30] Robert E. Melchers,et al. Early corrosion of mild steel in seawater , 2005 .
[31] S. J. Williamson,et al. Pressure required to cause cover cracking of concrete due to reinforcement corrosion , 2000 .
[32] Zdenek P. Bazant,et al. PHYSICAL MODEL FOR STEEL CORROSION IN CONCRETE SEA STRUCTURES THEORY , 1979 .
[33] C. Burgoyne,et al. Fracture Mechanics of Plate Debonding , 2008 .
[34] J. Marco,et al. Characterization of the corrosion products formed on carbon steel after exposure to the open atmosphere in the Antarctic and Easter Island , 2000 .
[35] Ralejs Tepfers,et al. Cracking of concrete cover along anchored deformed reinforcing bars , 1979 .
[36] Michael D.A. Thomas,et al. A study of the effect of chloride binding on service life predictions , 2000 .
[37] Cruz Alonso,et al. Cover cracking as a function of bar corrosion: Part I-Experimental test , 1993 .
[38] R. Melchers. Modeling of Marine Immersion Corrosion for Mild and Low-Alloy Steels—Part 1: Phenomenological Model , 2003 .
[39] O. Poupard,et al. Corrosion damage diagnosis of a reinforced concrete beam after 40 years natural exposure in marine environment , 2006 .
[40] Ioannis Balafas. Fibre-reinforced-polymers versus steel in concrete bridges: structural design and economic viability , 2004 .
[41] W. López,et al. Influence of the degree of pore saturation on the resistivity of concrete and the corrosion rate of steel reinforcement , 1993 .
[42] Tracy D. Marcotte,et al. Corrosion products that form on steel within cement paste , 2007 .
[43] Kapilesh Bhargava,et al. Modeling of Time to Corrosion-Induced Cover Cracking in Reinforced Concrete Structures , 2005 .
[44] T. Liu,et al. Modeling the Dynamic Corrosion Process in Chloride Contaminated Concrete Structures , 1998 .
[45] William John McCarter,et al. Properties of concrete in the cover zone: water penetration, sorptivity and ionic ingress , 1996 .
[46] J. B. Newman,et al. THE PERMEABILITY OF CONCRETE IN A MARINE ENVIRONMENT , 1984 .
[47] Sudhir Misra,et al. Corrosion products of reinforcing bars embedded in concrete , 1993 .
[48] Quang Thanh Nguyen,et al. Mechanical Properties of the Rust Layer Induced by Impressed Current Method in Reinforced Mortar , 2008 .