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Volumn 15, Issue 5, 2003, Pages 460-469

Corrosion of steel bars in cracked concrete under marine environment

Author keywords

Chlorides; Coastal environment; Concrete; Corrosion; Cracking; Steel

Indexed keywords

BARS (METAL); CALCITE; CRACKS; ELECTROCHEMICAL CORROSION; OCEAN STRUCTURES; STEEL STRUCTURES;

EID: 0142168083     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2003)15:5(460)     Document Type: Article
Times cited : (69)

References (14)
  • 1
    • 0142145132 scopus 로고    scopus 로고
    • Corrosion of metals in concrete
    • American Concrete Institute (ACI). ACI 222-96, Detroit
    • American Concrete Institute (ACI). (1996). "Corrosion of metals in Concrete." Reported by ACI Committee 222. ACI 222-96, Detroit.
    • (1996) Reported By ACI Committee 222
  • 3
    • 0030110303 scopus 로고    scopus 로고
    • Influence of crack frequency on reinforcement corrosion in concrete
    • Arya, C., and Ofori-Darko, F. K. (1996). "Influence of crack frequency on reinforcement corrosion in concrete." Cem. Concr. Res., 26(3), 345-353.
    • (1996) Cem. Concr. Res. , vol.26 , Issue.3 , pp. 345-353
    • Arya, C.1    Ofori-Darko, F.K.2
  • 4
    • 85114040538 scopus 로고
    • Mechanism of corrosion of steel in concrete in relation to design, inspection and repair of offshore and coastal structures
    • Brown, R. D. (1980). "Mechanism of corrosion of steel in concrete in relation to design, inspection and repair of offshore and coastal structures." ACI SP, 65, 169-204.
    • (1980) ACI SP , vol.65 , pp. 169-204
    • Brown, R.D.1
  • 5
    • 0033167808 scopus 로고    scopus 로고
    • Water permeability and autogenous healing of cracks in concrete
    • Edvardsen, C. (1999). "Water permeability and autogenous healing of cracks in concrete." ACI Mater J., 96(4), 448-454.
    • (1999) ACI Mater J. , vol.96 , Issue.4 , pp. 448-454
    • Edvardsen, C.1
  • 8
    • 0036524516 scopus 로고    scopus 로고
    • Chloride-induced corrosion of steel bars in concrete with the presence of gap at the steel-concrete interface
    • Mohammed, T. U., Otsuki, N., Hamada, H., and Toru, Y. (2002). "Chloride-induced corrosion of steel bars in concrete with the presence of gap at the steel-concrete interface." ACI Mater. J., 99(2), 149-156.
    • (2002) ACI Mater. J. , vol.99 , Issue.2 , pp. 149-156
    • Mohammed, T.U.1    Otsuki, N.2    Hamada, H.3    Toru, Y.4
  • 9
    • 0033102972 scopus 로고    scopus 로고
    • Corrosion of steel bars with respect to orientation in concrete
    • Mohammed, T. U., Otsuki, N., and Hisada, M. (1999). "Corrosion of steel bars with respect to orientation in concrete." ACI Mater. J., 96(2), 154-159.
    • (1999) ACI Mater. J. , vol.96 , Issue.2 , pp. 154-159
    • Mohammed, T.U.1    Otsuki, N.2    Hisada, M.3
  • 10
    • 0035337294 scopus 로고    scopus 로고
    • Effect of crack width and bar types on corrosion of steel in concrete
    • Mohammed, T. U., Otsuki, N., Hisada, M., and Tsunenori, S. (2001a). "Effect of crack width and bar types on corrosion of steel in concrete." Mater. Civ. Eng., 13(3), 194-201.
    • (2001) Mater. Civ. Eng. , vol.13 , Issue.3 , pp. 194-201
    • Mohammed, T.U.1    Otsuki, N.2    Hisada, M.3    Tsunenori, S.4
  • 11
    • 85052325707 scopus 로고    scopus 로고
    • Corrosion of steel bars in cracked concrete made with ordinary portland, slag and fly ash cements
    • Mohammed, T. U., Yamaji, T., Toshiyuki, A., and Hamada, H. (2001b). "Corrosion of steel bars in cracked concrete made with ordinary portland, slag and fly ash cements." ACI SP, 199(2), 699-718.
    • (2001) ACI SP , vol.199 , Issue.2 , pp. 699-718
    • Mohammed, T.U.1    Yamaji, T.2    Toshiyuki A. Hamada, H.3
  • 12
    • 0000547429 scopus 로고    scopus 로고
    • The experimental study on corrosion mechanism of reinforced concrete at local repair part
    • Nagataki, S., Otsuki, N., Hisada, M., and Miyazato, S. (1996). "The experimental study on corrosion mechanism of reinforced concrete at local repair part." Proc., JSCE, 544(32), 109-119.
    • (1996) Proc., JSCE , vol.544 , Issue.32 , pp. 109-119
    • Nagataki, S.1    Otsuki, N.2    Hisada, M.3    Miyazato, S.4
  • 13
    • 0030643651 scopus 로고    scopus 로고
    • Laboratory studies and calculations on the influence of crack width on chloride-induced corrosion of steel in concrete
    • Schiessl, P., and Raupach, M. (1997). "Laboratory studies and calculations on the influence of crack width on chloride-induced corrosion of steel in concrete." ACI Mater. J., 94(1), 56-62.
    • (1997) ACI Mater. J. , vol.94 , Issue.1 , pp. 56-62
    • Schiessl, P.1    Raupach, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.