International Concrete Abstracts Portal

  

Related References:

Ahlborn, T. M.; Puese, E. J.; and Misson, D. L., 2008, “Ultra-High Performance Concrete for Michigan Bridges: Material Performance—Phase I,” Michigan Department of Transportation, Lansing, MI.

Andrade, C.; Alonso, C.; and Molina, F. J., 1993, “Cover Cracking as a Function of Bar Corrosion: Part I—Experimental Test,” Materials and Structures, V. 26, No. 8, pp. 453-464. doi: 10.1007/BF02472805

ASTM C1556-11a(2016), 2016, “Standard Test Method for Determining the Apparent Chloride Diffusion Coefficient of Cementitious Mixtures by Bulk Diffusion,” ASTM International, West Conshohocken, PA.

ASTM D3963/D3963M-15, 2015, “Standard Specification for Fabrication and Jobsite Handling of Epoxy-Coated Steel Reinforcing Bars,” ASTM International, West Conshohocken, PA.

Bandar Imam Khomeini Weather Averages, retrieved 2019, https://www.worldweatheronline.com/bandar-khomeini-weather-averages/khuzestan/ir.aspx. (last accessed Oct. 28, 2024)

Chen, E., and Leung, C. K. Y., 2015, “Finite Element Modeling of Concrete Cover Cracking Due to Non-Uniform Steel Corrosion,” Engineering Fracture Mechanics, V. 134, pp. 61-78. doi: 10.1016/j.engfracmech.2014.12.011

Chernin, L., and Val, D. V., 2011, “Prediction of Corrosion-Induced Cover Cracking in Reinforced Concrete Structures,” Construction and Building Materials, V. 25, No. 4, pp. 1854-1869. doi: 10.1016/j.conbuildmat.2010.11.074

Cui, F., and Sagüés, A. A., 2003, “Corrosion Behavior of Stainless Steel Clad Rebar,” University of South Florida, Tampa, FL.

Cui, Z., and Alipour, A., 2018, “Concrete Cover Cracking and Service Life Prediction of Reinforced Concrete Structures in Corrosive Environments,” Construction and Building Materials, V. 159, pp. 652-671. doi: 10.1016/j.conbuildmat.2017.03.224

Darwin, D.; Browning, J.; Van Nguyen, T.; and Carl Locke, J., 2002, “Mechanical and Corrosion Properties of a High-Strength, High Chromium Reinforcing Steel for Concrete,” South Dakota Department of Transportation Office of Research, Pierre, SD.

Darwin, D.; O’Reilly, M.; Somogie, I.; Sperry, J.; Lafikes, J.; Storm, S.; and Browning, J., 2013, “Stainless Steel Reinforcement as a Replacement for Epoxy Coasted Steel in Bridge Decks,” University of Kansas Center for Research, Lawrence, KS.

Doha Weather Averages, retrieved 2019, https://www.worldweatheronline.com/doha-weather-averages/ad-dawhah/qa.aspx. (last accessed Oct. 28, 2024)

Du, Y. G.; Chan, A. H. C.; Clark, L. A.; Wang, X. T.; Gurkalo, F.; and Bartos, S., 2013, “Finite Element Analysis of Cracking and Delamination of Concrete Beam Due to Steel Corrosion,” Engineering Structures, V. 56, pp. 8-21. doi: 10.1016/j.engstruct.2013.04.005

DuraCrete, 2000, “Statistical Quantification Of The Variables In The Limit State Functions,” The European Union-Brite EuRam III- BRPR-CT95-0132-Project BE95-1347/R9.

El Maaddawy, T.; Soudki, K.; and Topper, T., 2006, “Long-Term Performance of Corrosion-Damaged Reinforced Concrete Beams,” ACI Materials Journal, V. 102, No. 5, Sept.-Oct., pp. 649-656.

Enright, M. P., and Frangopol, D. M., 1998, “Probabilistic Analysis of Resistance Degradation of Reinforced Concrete Bridge Beams under Corrosion,” Engineering Structures, V. 20, No. 11, pp. 960-971. doi: 10.1016/S0141-0296(97)00190-9

Folkestone Weather Averages, retrieved 2019, https://www.worldweatheronline.com/folkestone-weather-averages/kent/gb.aspx. (last accessed Oct. 28, 2024)

Hansson, C. M.; Poursaee, A.; and Jaffer, S. J., 2007, “Corrosion of Reinforcing Bars in Concrete,” R&D Serial No. 3013.

Hansson, C. M.; Poursaee, A.; and Laurent, A., 2006, “Macrocell and Microcell Corrosion of Steel in Ordinary Portland Cement and High Performance Concretes,” Cement and Concrete Research, V. 36, No. 11, pp. 2098-2102. doi: 10.1016/j.cemconres.2006.07.005

Hartt, W. H.; Lysogorski, D. K.; Paredes, M.; and Virmani, Y. P., 2006, “Job Site Evaluation of Corrosion Resistant Alloys for Use as Reinforcement in Concrete,” FHWA-HRT-06-078, Federal Highway Administration, McLean, VA.

Hong, H.; Gencturk, B.; Brown, S. A.; Hosseini, F.; Jain, A.; Aryan, H.; Saiidi, S.; Araki, Y.; and Kise, S., 2022, “Long-Term Corrosion Resistance of Cu-Al-Mn Superelastic Alloys and Steel Rebar For Use in Bridges,” Construction and Building Materials, V. 350, p. 128795. doi: 10.1016/j.conbuildmat.2022.128795

Jamali, A.; Angst, U.; Adey, B.; and Elsener, B., 2013, “Modeling of Corrosion-Induced Concrete Cover Cracking: A Critical Analysis,” Construction and Building Materials, V. 42, pp. 225-237. doi: 10.1016/j.conbuildmat.2013.01.019

Ji, J., 2005, “Corrosion Resistance of Microcomposite and Duplex Stainless Steels for Reinforced Concrete Bridge Decks,” University of Kansas, Lawrence, KS.

Ji, J.; Darwin, D.; and Browning, J. P., 2005, “Corrosion Resistance of Duplex Stainless Steels and MMFX Microcomposite Steel for Reinforced Concrete Bridge Decks,” University of Kansas Center for Research, Inc., Lawrence, KS.

Jiang, J. H., and Yuan, Y. S., 2013, “Development and Prediction Strategy of Steel Corrosion Rate in Concrete under Natural Climate,” Construction and Building Materials, V. 44, pp. 287-292. doi: 10.1016/j.conbuildmat.2013.03.033

Jung, W. Y.; Yoon, Y. S.; and Sohn, Y. M., 2003, “Predicting the Remaining Service Life of Land Concrete by Steel Corrosion,” Cement and Concrete Research, V. 33, No. 5, pp. 663-677. doi: 10.1016/S0008-8846(02)01034-7

Li, C. Q., 2004, “Reliability Based Service Life Prediction of Corrosion Affected Concrete Structures,” Journal of Structural Engineering, ASCE, V. 130, No. 10, pp. 1570-1577. doi: 10.1061/(ASCE)0733-9445(2004)130:10(1570)

Life-365, 2014, “Life-365 Service Life Prediction Model,” v2.2.1.

Liu, T., and Weyers, R. W., 1998, “Modeling the Dynamic Corrosion Process in Chloride Contaminated Concrete Structures,” Cement and Concrete Research, V. 28, No. 3, pp. 365-379. doi: 10.1016/S0008-8846(98)00259-2

Lu, C.; Jin, W.; and Liu, R., 2011, “Reinforcement Corrosion-Induced Cover Cracking and Its Time Prediction for Reinforced Concrete Structures,” Corrosion Science, V. 53, No. 4, pp. 1337-1347. doi: 10.1016/j.corsci.2010.12.026

Lu, Z. H.; Lun, P. Y.; Li, W.; Luo, Z.; Li, Y.; and Liu, P., 2019, “Empirical Model of Corrosion Rate for Steel Reinforced Concrete Structures in Chloride-Laden Environments,” Advances in Structural Engineering, V. 22, No. 1, pp. 223-239. doi: 10.1177/1369433218783313

Lu, Z. H.; Zhao, Y. G.; and Yu, K., 2008, “Stochastic Modeling of Corrosion Propagation for Service Life Prediction of Chloride Contaminated RC Structures,” Proceedings of the International Symposium on Life-Cycle Civil Engineering, IALCCE’08, pp. 195-201.

McDonald, D. B., 2016, “Corrosion of Epoxy-Coated Steel in Concrete,” Corrosion of Steel in Concrete Structures, pp. 137-160.

Michel, A.; Pease, B. J.; Peterová, A.; Geiker, M. R.; Stang, H.; and Thybo, A. E., 2014, “Penetration of Corrosion Products and Corrosion- Induced Cracking in Reinforced Cementitious Materials: Experimental Investigations and Numerical Simulations,” Cement and Concrete Composites, V. 47, pp. 75-86. doi: 10.1016/j.cemconcomp.2013.04.011

NT Build 443, 1995, “Concrete, Hardened: Accelerated Chloride Penetration,” NORDTEST, Oslo, Norway.

Piérard, J.; Cauberg, N.; and Remy, O., 2009, “Evaluation of Durability and Cracking Tendency of Ultra-High Performance Concrete,” Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structure, pp. 695-700.

Piérard, J.; Dooms, B.; and Cauberg, N., 2013, “Durability Evaluation of Different Types of UHPC,” Proceedings of the RILEM-fib-AFGC International Symposium on Ultra-High Performance Fiber-Reinforced Concrete, pp. 275-284.

Pillai, R., 2003, “Accelerated Quantification of Critical Parameters for Predicting the Service Life and Life Cycle Costs of Chloride-Laden Reinforced Concrete Structures,” master’s thesis, Texas A&M University, College Station, TX.

Pillai, R. G., 2011, “Corrosion and Service Life Prediction of Reinforced Concrete Structure,” Proceedings of the National Conference on Advances in Materials and Structures, Pondicherry, India.

Pour-Ghaz, M., 2007, “A Novel Approach for Practical Modelling of Steel Corrosion in Concrete,” master’s thesis, Carleton University, Ottawa, ON, Canada.

Pour-Ghaz, M.; Isgor, O. B.; and Ghods, P., 2009a, “The Effect of Temperature on the Corrosion of Steel in Concrete. Part 1: Simulated Polarization Resistance Tests and Model Development,” Corrosion Science, V. 51, No. 2, pp. 415-425. doi: 10.1016/j.corsci.2008.10.034

Pour-Ghaz, M.; Isgor, O. B.; and Ghods, P., 2009b, “The Effect of Temperature on the Corrosion of Steel in Concrete. Part 2: Model Verification and Parametric Study,” Corrosion Science, V. 51, No. 2, pp. 426-433. doi: 10.1016/j.corsci.2008.10.036

Ramezanianpour, A.; Jahangiri, E.; and Moodi, F., 2012, “Assessment of Some Parameters of Corrosion Initiation Prediction of Reinforced Concrete in Persian Gulf Region,” Repair, V. 365, No. 12, 23 pp.

Rizkalla, S.; Zia, P.; Seliem, H.; and Lucier, G., 2005, “Evaluation of MMFX Steel for NCDOT Concrete Bridges,” FHWA/NC/2006-31, Federal Highway Administration, McLean, VA, 128 pp.

Rodriguez, J.; Ortega, L. M.; and Casal, J., 1996, “Corrosion of Reinforcement and Service Life of Concrete Structures,” Proceedings of the 7th International Conference on Durability of Building Materials and Components.

Sohail, M.; Kahraman, R.; Ozerkan, N. G.; Alnuaimi, N. A.; Gencturk, B.; Dawood, M.; and Belarbi, A., 2018a, “Reinforced Concrete Degradation in the Harsh Climates of the Arabian Gulf: Field Study on 30-to-50-Year-Old Structures,” Journal of Performance of Constructed Facilities, ASCE, V. 32, No. 5, p. 04018059. doi: 10.1061/(ASCE)CF.1943-5509.0001204

Sohail, M. G.; Kahraman, R.; Al Nuaimi, N.; Gencturk, B.; and Alnahhal, W., 2021, “Durability Characteristics of High and Ultra-High Performance Concretes,” Journal of Building Engineering, V. 33, p. 101669. doi: 10.1016/j.jobe.2020.101669

Sohail, M. G.; Kahraman, R.; Alnuaimi, N. A.; Gencturk, B.; Alnahhal, W.; Dawood, M.; and Belarbi, A., 2020, “Electrochemical Behavior of Mild and Corrosion Resistant Concrete Reinforcing Steels,” Construction and Building Materials, V. 232, p. 117205. doi: 10.1016/j.conbuildmat.2019.117205

Sohail, M. G.; Wang, B.; Jain, A.; Kahraman, R.; Ozerkan, N. G.; Gencturk, B.; Dawood, M.; and Belarbi, A., 2018b, “Advancements in Concrete Mix Designs: High-Performance and Ultrahigh-Performance Concretes from 1970 to 2016,” Journal of Materials in Civil Engineering, ASCE, V. 30, No. 3, p. 04017310. doi: 10.1061/(ASCE)MT.1943-5533.0002144

Thomas, M. D. A., and Bamforth, P. B., 1999, “Modelling Chloride Diffusion in Concrete: Effect of Fly Ash and Slag,” Cement and Concrete Research, V. 29, No. 4, pp. 487-495. doi: 10.1016/S0008-8846(98)00192-6

Torres-Acosta, A., and Sagues, A., 2004, “Concrete Cracking by Localized Steel Corrosion—Geometric Effects,” ACI Materials Journal, V. 101, No. 6, Nov.-Dec., pp. 501-507.

Venkatesan, P.; Palaniswamy, N.; and Rajagopal, K., 2006, “Corrosion Performance of Coated Reinforcing Bars Embedded in Concrete and Exposed to Natural Marine Environment,” Progress in Organic Coatings, V. 56, No. 1, pp. 8-12. doi: 10.1016/j.porgcoat.2006.01.011

Wang, B., 2019, “Corrosion Behavior of Corrosion-Resistant Steel Reinforcements in High and Ultra-High Performance Concrete in Chloride Attack Environments,” PhD dissertation, University of Houston, Houston, TX.

Wang, B.; Belarbi, A.; Dawood, M.; and Gencturk, B., 2023, “Corrosion Behavior of Conventional and Corrosion-Resistant Steel Reinforcements in High-Performance Concrete and Ultra-High-Performance Concrete,” ACI Materials Journal, V. 120, No. 6, Nov., pp. 141-151.

Wang, B.; Belarbi, A.; Dawood, M.; and Kahraman, R., 2022, “Corrosion Behavior of Corrosion-Resistant Steel Reinforcements in Normal-Strength and High-Performance Concrete: Large-Scale Column Tests and Analysis,” ACI Materials Journal, V. 119, No. 5, Sept., pp. 89-102.

Weyers, R. E., 1998, “Service Life Model for Concrete Structures in Chloride Laden Environments,” ACI Materials Journal, V. 95, No. 4, July-Aug., pp. 445-451.

Weyers, R. E.; Fitch, M. G.; Larsen, E. P.; A-qadi, I. L.; Chamberlin, W. P.; and Hoffman, P. C., 1994, “Concrete Bridge Protection and Rehabilitation : Chemical and Physical Techniques, Service Life Estimates,” SHRP-S-668, Washington, DC.

Xi, Y.; Bažant, Z.; and Jennings, H. M., 1994, “Moisture Diffusion in Cementitious Materials Adsorption Isotherms,” Advanced Cement Based Materials, V. 1, No. 6, pp. 248-257. doi: 10.1016/1065-7355(94)90033-7

Yang, Y., 2009, “Research On Concrete Resistivity and Reinforced Concrete Steel Corrosion Rate,” Dalian University of Technology, Liaoning, China.

Yu, B.; Liu, J.; and Chen, Z., 2017, “Probabilistic Evaluation Method for Corrosion Risk of Steel Reinforcement Based on Concrete Resistivity,” Construction and Building Materials, V. 138, pp. 101-113. doi: 10.1016/j.conbuildmat.2017.01.100

Zemajtis, J.; Weyers, R. E.; and Sprinkel, M. M., 1998, “An Evaluation of the Performance of Epoxy-Coated Reinforcing Steel in Concrete Exposure Specimens,” VTRC 99-CR2, Virginia Transportation Research Council, Charlottesville, VA.

Zhou, Y.; Gencturk, B.; Willam, K.; and Attar, A., 2015, “Carbonation-Induced and Chloride-Induced Corrosion in Reinforced Concrete Structures,” Journal of Materials in Civil Engineering, ASCE, V. 27, No. 9, p. 04014245. doi: 10.1061/(ASCE)MT.1943-5533.0001209