메뉴 건너뛰기




Volumn 21, Issue 10, 2009, Pages 543-552

Half-Cell potential as an indicator of chloride-induced rebar corrosion initiation in RC

Author keywords

Cement; Chlorides; Corrosion; Reinforced concrete; Steel

Indexed keywords

CHLORIDE CONCENTRATIONS; CHLORIDE SOLUTIONS; CHLORIDES; EXPERIMENTAL FACTORS; EXPERIMENTAL STUDIES; HALF-CELL POTENTIAL; POTENTIAL DIFFERENCE; REBAR CORROSION; SIGN-CHANGE; SODIUM CHLORIDE SOLUTION; STEEL BARS; TOP SURFACE; W/C RATIO;

EID: 70349543855     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2009)21:10(543)     Document Type: Article
Times cited : (49)

References (19)
  • 1
    • 0034229717 scopus 로고    scopus 로고
    • "Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar"
    • CCNRAI0008-8846 10.1016/S0008-8846(00)00265-9
    • Alonso, C., Andrade, C., Castellote, M., and Castro, P. (2000). "Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar." Cem. Concr. Res. CCNRAI0008-8846, 30, 1047-1055. 10.1016/S0008-8846(00)00265-9
    • (2000) Cem. Concr. Res. , vol.30 , pp. 1047-1055
    • Alonso, C.1    Andrade, C.2    Castellote, M.3    Castro, P.4
  • 2
    • 70349491931 scopus 로고    scopus 로고
    • "Standard test method for half-cell potentials of uncoated reinforcing steel in concrete"
    • ASTM. ASTM, West Conshohocken, Pa
    • ASTM. (1999). "Standard test method for half-cell potentials of uncoated reinforcing steel in concrete." C876, ASTM, West Conshohocken, Pa.
    • (1999) C876
  • 3
    • 70349503275 scopus 로고    scopus 로고
    • "Standard test method for determining the effects of chemical admixtures on the corrosion of embedded steel reinforcement in concrete exposed to chloride environments"
    • ASTM. ASTM, West Conshohocken, Pa
    • ASTM. (2005). "Standard test method for determining the effects of chemical admixtures on the corrosion of embedded steel reinforcement in concrete exposed to chloride environments." G109, ASTM, West Conshohocken, Pa.
    • (2005) G109
  • 5
    • 0036472864 scopus 로고    scopus 로고
    • "Long-term effect of sulfate ions and associated cation type on chloride-induced reinforcement corrosion in Portland cement concretes"
    • CCOCEG0958-9465 10.1016/S0958-9465(01)00023-3
    • Dehwah, H. A. F., Maslehuddin, M., and Austin, S. A. (2002). "Long-term effect of sulfate ions and associated cation type on chloride-induced reinforcement corrosion in Portland cement concretes." Cem. Concr. Compos. CCOCEG0958-9465, 24, 17-25. 10.1016/ S0958-9465(01)00023-3
    • (2002) Cem. Concr. Compos. , vol.24 , pp. 17-25
    • Dehwah, H.A.F.1    Maslehuddin, M.2    Austin, S.A.3
  • 6
    • 10044253152 scopus 로고    scopus 로고
    • "Corrosion of reinforcing steel in neutral and acid solutions simulating the electrolytic environments in the micropores of concrete in the propagation period"
    • CRRSAA0010-938X 10.1016/j.corsci.2004.06.004
    • Garces, P., Andrade, M. C., Saez, A., and Alonso, M. C. (2005). "Corrosion of reinforcing steel in neutral and acid solutions simulating the electrolytic environments in the micropores of concrete in the propagation period." Corros. Sci. CRRSAA0010-938X, 47, 289-306. 10.1016/j.corsci.2004.06.004
    • (2005) Corros. Sci. , vol.47 , pp. 289-306
    • Garces, P.1    Andrade, M.C.2    Saez, A.3    Alonso, M.C.4
  • 7
    • 0031147817 scopus 로고    scopus 로고
    • "The presentation of the chloride threshold level for corrosion of steel in concrete"
    • CRRSAA0010-938X 10.1016/S0010-938X(97)00009-7
    • Glass, G. K., and Buenfeld, N. R. (1997). "The presentation of the chloride threshold level for corrosion of steel in concrete." Corros. Sci. CRRSAA0010-938X, 39, 1001-1013. 10.1016/ S0010-938X(97)00009-7
    • (1997) Corros. Sci. , vol.39 , pp. 1001-1013
    • Glass, G.K.1    Buenfeld, N.R.2
  • 8
    • 0023382427 scopus 로고
    • "Chloride corrosion threshold in concrete"
    • AMAJEF0889-325X
    • Hope, B. B., and Lp, A. K. C. (1987). "Chloride corrosion threshold in concrete." ACI Mater. J. AMAJEF0889-325X, 84, 306-314.
    • (1987) ACI Mater. J. , vol.84 , pp. 306-314
    • Hope, B.B.1    Lp, A.K.C.2
  • 9
    • 0029391855 scopus 로고
    • "Factors affecting threshold chloride for reinforcement corrosion in concrete"
    • CCNRAI0008-8846 10.1016/0008-8846(95)00148-6
    • Hussain, S. E., Rasheeduzzafar, Al-Musallam, A., and Al-Gahtani, A. S. (1995). "Factors affecting threshold chloride for reinforcement corrosion in concrete." Cem. Concr. Res. CCNRAI0008-8846, 25, 1543-1555. 10.1016/0008-8846(95)00148-6
    • (1995) Cem. Concr. Res. , vol.25 , pp. 1543-1555
    • Hussain, S.E.1    Rasheeduzzafar2    Al-Musallam, A.3    Al-Gahtani, A.S.4
  • 10
    • 33744825971 scopus 로고    scopus 로고
    • "Potentiostatic study of reinforcing steel in chloride contaminated concrete powder solution extracts"
    • CRRSAA0010-938X 10.1016/j.corsci.2005.06.012
    • Kapat, C., Pradhan, B., and Bhattacharjee, B. (2006). "Potentiostatic study of reinforcing steel in chloride contaminated concrete powder solution extracts." Corros. Sci. CRRSAA0010-938X, 48(7), 1757-1769. 10.1016/j.corsci.2005.06.012
    • (2006) Corros. Sci. , vol.48 , Issue.7 , pp. 1757-1769
    • Kapat, C.1    Pradhan, B.2    Bhattacharjee, B.3
  • 12
    • 4444286311 scopus 로고    scopus 로고
    • "A semi-closed-form solution for chloride diffusion in concrete with time-varying parameters"
    • MCORAV0024-9831 10.1680/macr.56.6.359.44596
    • Maheswaran, T., and Sanjayan, J. G. (2004). "A semi-closed-form solution for chloride diffusion in concrete with time-varying parameters." Mag. Concrete Res. MCORAV0024-9831, 56(6), 359-366. 10.1680/macr.56.6.359.44596
    • (2004) Mag. Concrete Res. , vol.56 , Issue.6 , pp. 359-366
    • Maheswaran, T.1    Sanjayan, J.G.2
  • 13
    • 0037403189 scopus 로고    scopus 로고
    • "Chloride-induced corrosion on reinforcing steel: From the fundamentals to the monitoring techniques"
    • CCOCEG0958-9465 10.1016/S0958-9465(02)00089-6
    • Montemor, M. F., Simoes, A. M. P., and Ferreira, M. G. S. (2003). "Chloride-induced corrosion on reinforcing steel: From the fundamentals to the monitoring techniques." Cem. Concr. Compos. CCOCEG0958-9465, 25, 491-502. 10.1016/S0958-9465(02)00089-6
    • (2003) Cem. Concr. Compos. , vol.25 , pp. 491-502
    • Montemor, M.F.1    Simoes, A.M.P.2    Ferreira, M.G.S.3
  • 14
    • 11244297998 scopus 로고    scopus 로고
    • "Corrosion of reinforcing steel in simulated concrete pore solutions - Effect of carbonation and chloride content"
    • CRRSAA0010-938X 10.1016/j.corsci.2004.03.013
    • Moreno, M., Morris, W., Alvarez, M. G., and Duffo, G. S. (2004). "Corrosion of reinforcing steel in simulated concrete pore solutions - Effect of carbonation and chloride content." Corros. Sci. CRRSAA0010-938X, 46, 2681-2699. 10.1016/j.corsci.2004.03.013
    • (2004) Corros. Sci. , vol.46 , pp. 2681-2699
    • Moreno, M.1    Morris, W.2    Alvarez, M.G.3    Duffo, G.S.4
  • 15
    • 0037385431 scopus 로고    scopus 로고
    • "Experimental investigation of the threshold chloride concentration for corrosion initiation in reinforced concrete structures"
    • MCORAV0024-9831 10.1680/macr.55.2.117.37558
    • Oh, B. H., Jang, S. Y., and Shin, Y. S. (2003). "Experimental investigation of the threshold chloride concentration for corrosion initiation in reinforced concrete structures." Mag. Concrete Res. MCORAV0024-9831, 55(2), 117-124. 10.1680/macr.55.2.117.37558
    • (2003) Mag. Concrete Res. , vol.55 , Issue.2 , pp. 117-124
    • Oh, B.H.1    Jang, S.Y.2    Shin, Y.S.3
  • 16
    • 0030193991 scopus 로고    scopus 로고
    • "Chloride-induce macrocell corrosion of steel in concrete-theoretical background and practical consequences"
    • CBVME20950-0618 10.1016/0950-0618(95)00018-6
    • Raupach, M. (1996). "Chloride-induce macrocell corrosion of steel in concrete-theoretical background and practical consequences." Constr. Build. Mater. CBVME20950-0618, 10(5), 329-338. 10.1016/ 0950-0618(95)00018-6
    • (1996) Constr. Build. Mater. , vol.10 , Issue.5 , pp. 329-338
    • Raupach, M.1
  • 17
    • 0036473338 scopus 로고    scopus 로고
    • "Effectiveness of concrete inhibitors in retarding rebar corrosion"
    • CCOCEG0958-9465 10.1016/S0958-9465(01)00030-0
    • Saricimen, H., Mohammad, M., Quddus, A., Shameem, M., and Barry, M. S. (2002). "Effectiveness of concrete inhibitors in retarding rebar corrosion." Cem. Concr. Compos. CCOCEG0958-9465, 24, 89-100. 10.1016/S0958-9465(01)00030-0
    • (2002) Cem. Concr. Compos. , vol.24 , pp. 89-100
    • Saricimen, H.1    Mohammad, M.2    Quddus, A.3    Shameem, M.4    Barry, M.S.5
  • 18
    • 13844266941 scopus 로고    scopus 로고
    • "Corrosion performance of conventional (ASTM A615) and low-alloy (ASTM A706) reinforcing bars embedded in concrete and exposed to chloride environments"
    • CCNRAI0008-8846 10.1016/j.cemconres.2004.06.004
    • Trejo, D., and Monteiro, P. J. (2005). "Corrosion performance of conventional (ASTM A615) and low-alloy (ASTM A706) reinforcing bars embedded in concrete and exposed to chloride environments." Cem. Concr. Res. CCNRAI0008-8846, 35, 562-571. 10.1016/j.cemconres.2004.06.004
    • (2005) Cem. Concr. Res. , vol.35 , pp. 562-571
    • Trejo, D.1    Monteiro, P.J.2
  • 19
    • 0344152264 scopus 로고    scopus 로고
    • "Accelerated chloride threshold testing: Part 1 - ASTM A615 and A706 reinforcement"
    • AMAJEF0889-325X
    • Trejo, D., and Pillai, R.G. (2003). "Accelerated chloride threshold testing: Part 1 - ASTM A615 and A706 reinforcement." ACI Mater. J., AMAJEF0889-325X 100, 519-527.
    • (2003) ACI Mater. J. , vol.100 , pp. 519-527
    • Trejo, D.1    Pillai, R.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.