New Model for Estimating the Time-Variant Seismic Performance of Corroding RC Bridge Columns
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Yisen Guo | David Trejo | Solomon C. Yim | D. Trejo | S. Yim | Yisen Guo
[1] W. López,et al. Influence of the degree of pore saturation on the resistivity of concrete and the corrosion rate of steel reinforcement , 1993 .
[2] Robert E. Melchers,et al. Analytical Model for Corrosion-Induced Crack Width in Reinforced Concrete Structures , 2006 .
[3] P. Gardoni,et al. Seismic Response and Fragility of Deteriorated Reinforced Concrete Bridges , 2010 .
[4] Shamsad Ahmad. Reinforcement corrosion in concrete structures, its monitoring and service life prediction - A review , 2003 .
[5] Jinquan Zhong,et al. Stiffness Degradation and Time to Cracking of Cover Concrete in Reinforced Concrete Structures Subject to Corrosion , 2010 .
[6] C. Alonso,et al. Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method , 2004 .
[7] M. Vazquez,et al. Chloride induced corrosion of reinforcing steel evaluated by concrete resistivity measurements , 2004 .
[8] Xi-la Liu,et al. Modeling bond strength of corroded reinforcement without stirrups , 2004 .
[9] Mohammad Pour-Ghaz,et al. The effect of temperature on the corrosion of steel in concrete. Part 1: Simulated polarization resistance tests and model development , 2009 .
[10] David Trejo,et al. Corrosion performance of conventional (ASTM A615) and low-alloy (ASTM A706) reinforcing bars embedded in concrete and exposed to chloride environments , 2005 .
[11] Hans Böhni,et al. Corrosion in reinforced concrete structures , 2005 .
[12] Christine M. Anderson-Cook,et al. Probabilistic model for the chloride-induced corrosion service life of bridge decks , 2002 .
[13] M. Ergun,et al. The prediction of corrosion rates of reinforcing steels in concrete , 1996 .
[14] Terje Haukaas,et al. Seismic fragility estimates for reinforced concrete bridges subject to corrosion , 2009 .
[15] Nenad Bićanić,et al. The influence of w/c ratio, concrete cover thickness and degree of water saturation on the corrosion rate of reinforcing steel in concrete , 1996 .
[16] Mark G. Stewart,et al. Structural reliability of concrete bridges including improved chloride-induced corrosion models , 2000 .
[17] Andrés A. Torres-Acosta,et al. Concrete Cracking by Localized Steel Corrosion-Geometric Effects , 2004 .
[18] Cruz Alonso,et al. Cover cracking as a function of bar corrosion: Part I-Experimental test , 1993 .
[19] Carmen Andrade,et al. Examples of reinforcement corrosion monitoring by embedded sensors in concrete structures , 2009 .
[20] Rasheeduzzafar,et al. Factors affecting threshold chloride for reinforcement corrosion in concrete , 1995 .
[21] Kazusuke Kobayashi,et al. Oxygen diffusivity of various cementitious materials , 1991 .
[22] Mark G. Stewart,et al. Corrosion-Induced Cracking: Experimental Data and Predictive Models , 2005 .
[23] T. Liu,et al. Modeling the Dynamic Corrosion Process in Chloride Contaminated Concrete Structures , 1998 .
[24] C. Andrade,et al. Factors controlling cracking of concrete affected by reinforcement corrosion , 1998 .
[25] Cj Burgoyne,et al. Environmental effects on cover cracking due to corrosion , 2010 .
[26] Mark Alexander,et al. Modelling corrosion propagation in reinforced concrete structures – A critical review , 2011 .
[27] Mark G. Stewart,et al. Structural Safety and Serviceability of Concrete Bridges Subject to Corrosion , 1998 .
[28] V. Saraswathy,et al. Corrosion Monitoring of Reinforced Concrete Structures – A Review , 2007, International Journal of Electrochemical Science.
[29] C. Andrade,et al. Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types , 1988 .
[30] K. Lundgren,et al. Corrosion influence on bond in reinforced concrete , 2004 .