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Volumn 60, Issue 2, 2004, Pages 195-202

Chloride corrosion threshold of reinforcing steel in alkaline solutions-effect of specimen size

Author keywords

Area; Chloride; Concrete; Hydroxide; Pitting; Potential; Repassivation; Threshold

Indexed keywords

ALKALINITY; CHLORINE COMPOUNDS; CONCRETE REINFORCEMENTS; HYDRATED LIME; STEEL;

EID: 1542290629     PISSN: 00109312     EISSN: None     Source Type: Journal    
DOI: 10.5006/1.3287721     Document Type: Article
Times cited : (63)

References (22)
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    • 85039584574 scopus 로고
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    • (1956) Corrosion , vol.12 , Issue.10
    • Aziz, P.M.1
  • 8
    • 2542591123 scopus 로고    scopus 로고
    • T. Shibata, Corrosion 52, 11 (1996): p. 813.
    • (1996) Corrosion , vol.52 , Issue.11 , pp. 813
    • Shibata, T.1
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    • B. Baroux, Corros. Sci. 28, 10 (1988): p. 969.
    • (1988) Corros. Sci. , vol.28 , Issue.10 , pp. 969
    • Baroux, B.1
  • 21
    • 0032312098 scopus 로고    scopus 로고
    • Corrosion service life model concrete structures
    • eds. W.P. Silva-Araya, O.T. de Rincon, L. Pumarada O'Neill (Reston, VA: ASCE)
    • R. Weyers, "Corrosion Service Life Model Concrete Structures," in Repair and Rehabilitation of Reinforced Concrete Structures: The State of the Art, eds. W.P. Silva-Araya, O.T. de Rincon, L. Pumarada O'Neill (Reston, VA: ASCE, 1998), p. 105.
    • (1998) Repair and Rehabilitation of Reinforced Concrete Structures: The State of the Art , pp. 105
    • Weyers, R.1
  • 22


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.