JKCI - Journal of the Korea Concrete Institute

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1.Broomfield, J. P., Corrosion of Steel in Concrete: Under-standing, Investigation and Repair, London: E&FN, 1997, pp. 1-15.

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2.Song, H. W., Kim, H. J., Kwon, S. J., Lee, C. H., Byun, K. J., and Park, C. K., “Prediction of Service Life in Cracked Reinforced Concrete Structures Subjected to Chloride Attack and Carbonation,” 6th International Congress on Global Construction: Ultimate Concrete Oppor-tunities, Dundee, Scotland, Cement Combinations for Durable Concrete, 2005, pp. 767-776.

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3.Park, S. S., Kwon, S. J., and Song, H. W., “Analysis Technique for Restrained Shrinkage of Concrete Containing Chlorides,” Materials and Structures, Vol. 44, No. 2, 2011, pp. 475-486. (doi: http://dx.doi.org/10.1617/s11527-010-9642-4)

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4.Song, H. W., Kwon, S. J., Byun, K. J., and Park, C. K., “Pre-dicting Carbonation in Early-Aged Cracked Concrete,” Cement and Concrete Research, Vol. 36, No. 5, 2006, pp. 979-989.

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5.Kwon, S. J. and Na, U. J., “Prediction of Durability for RC Columns with Crack and Joint under Carbonation Based on Probabilistic Approach,” International Journal of Concrete Structures and Materials, Vol. 5, No. 1, 2011, pp. 11-18. (doi: http://dx.doi.org/10.4334/IJCSM.2011. 5.1.011).

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6.Kwon, S. J., Na, U. J., Park, S. S., and Jung, S. H., “Service Life Prediction of Concrete Wharves with Early- Aged Crack: Probabilistic Approach for Chloride Diffusion,” Structural Safety, Vol. 31, No. 1, 2009, pp. 75-83.

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7.Park, S. S., Kwon, S. J., and Jung, S. H, “Analysis Technique for Chloride Penetration in Cracked Concrete Using Equivalent Diffusion and Permeation,” Construction and Building Materials, Vol. 29, No. 2, 2012, pp. 183-192.

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8.Park, S. S., Kwon, S. J., Jung, S. H., and Lee, S. W., “Modeling of Water Permeability in Early Aged Concrete with Cracks Based on Micro Pore Structure,” Construction and Building Materials, Vol. 27, No. 1, 2012, pp. 597-604.

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9.Aldea, C. M., Ghandehari, M., Shah, S. P., and Karr, A., “Estimation of Water Flow Through Cracked Concrete Under Load,” ACI Materials Journal, Vol. 97, No. 5, 2000, pp. 567-575.

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10.Alonso, C., Andrade, C., and González, J. A., “Relation between Resistivity and Corrosion Rate of Reinforce-ments in Carbonated Mortar Made with Several Cement Types,” Cement and Concrete Research, Vol. 18, No. 5, 1988, pp. 687-698.

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11.Lim, Y. C., “A Study on the Estimation of Moisture Condition of Concrete by Resistivity Method,” Journal of Korea Architecture Institute, Vol. 28, No. 12, 2012, pp. 69-76 (in Korean).

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12.So, H. S., “Environmental Influences and Assessment of Corrosion Rate of Reinforcing Bars Using the Linear Polari-zation Resistance Technique,” Journal of Korea Architecture Institute, Vol. 22, No. 2, 2006, pp. 107-114 (in Korean).

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13.Liu, T. and Weyers, R. W., “Modeling the Dynamic Corrosion Process in Chloride Contaminated Concrete Structures,” Cement and Concrete Research, Vol. 28, No. 3, 1998, pp. 365-379.

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14.Elsener, B., “Corrosion Rate of Steel in Concrete- Measure-ments beyond the Tafel Law,” Corrosion Science, Vol. 47, No. 12, 2005, pp. 3019-3033.

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15.Baek, S. H., Xue, William, Feng, M. Q., and Kwon, S. J., “Nondestructive Corrosion Detection in RC through Integrated Heat Induction and IR Thermography,” Journal of Non Destructive Evaluation, Vol. 31, No. 2, 2012, pp. 181-190. (doi: http://dx.doi.org/10.1007/s10921-012-0133-0)

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16.Kwon, S. J. and Park, S. S., “Non Destructive Technique for Steel Corrosion Detection Using Heat Induction and IR Thermography,” Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 16, No. 2, 2012, pp. 40-48 (in Korean).

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17.Maierhofer, C. H., Arndt, R., Rllig, M., Rieck, C., Walther, A., Scheel, H., and Hillemeier, B., “Application of Impulse-Thermography for Nondestructive Assessment of Concrete Structures,” Cement and Concrete Composites, Vol. 28, No. 4, 2006, pp. 393-401.

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18.Song, H. W., Lee, C. H., and Lee, K. C., “A Study on Corrosion Potential of Cracked Concrete Beam according to Corrosion Resistance Assessment,” Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 97, No. 1, 2009, pp. 97-105 (in Korean).

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19.Elsener, B., Andrade, C., Gulikers, J., Polder, R., and Raupach, M., “Hall-Cell Potential Measurements-Potential Mapping on Reinforced Concrete Structures,” Materials and Structures, Vol. 36, No. 7, 2003, pp. 461-471. (doi: http://dx.doi.org/10.1007/BF02481526)

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20.ASTM C876-09, Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete, 2009, pp. 1-6.

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21.Kim, K. B., A Study on Allowable Crack Width of Reinforced Concrete Flexural Beam Subjected to Corrosive Environment, Yonsei University, Dissertation of MS, 2001, pp. 35 (in Korean).

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22.Lee, H. S. and Kwon, S. J., “An Experimental Study on Carbonation Velocity in Cracked Concrete,” Journal of Chungwoon University Construction and Environmental Research Institute, Vol. 7, No. 1, pp. 1-11.

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23.Leelalerkiet, V., Kyung J. W., Ohtsu, M., Yokota, M., and Yokota., M., “Analysis of Half-Cell Potential Measure-ment for Corrosion of Reinforced Concrete,” Construction and Building Materials, Vol. 18, No. 3, pp. 155-162.

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24.Thomas, M. D. A. and Bentz, E. C., Computer Program for Predicting the Service Life and Life-Cycle Costs of Reinforced Concrete Exposed to Chlorides, Life365 Manual, SFA, 2002, pp. 12-56.

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25.Korea Concrete Institute, Concrete Standard Specification- Durability Part, 2004, pp. 25-86 (in Korean).

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