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Volumn 33, Issue 1, 2003, Pages 55-62

The use of bulk diffusion tests to establish time-dependent concrete chloride diffusion coefficients

Author keywords

Aging; Diffusion; Long term performance; Service life modelling

Indexed keywords

AGING OF MATERIALS; COMPUTER SIMULATION; CONCRETES; DIFFUSION; FINITE ELEMENT METHOD;

EID: 0036445534     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(02)00925-0     Document Type: Article
Times cited : (142)

References (10)
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    • Boddy, A.1    Bentz, E.2    Thomas, M.D.A.3    Hooton, R.D.4
  • 2
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    • Bentz D.P., Clifton J.R., Snyder K.A. Predicting service life of chloride-exposed steel-reinforced concrete. Concr. Int. Dec. 1996;42-47.
    • (1996) Concr. Int. , pp. 42-47
    • Bentz, D.P.1    Clifton, J.R.2    Snyder, K.A.3
  • 3
    • 0011821768 scopus 로고    scopus 로고
    • A critical review of service life modelling of concretes exposed to chlorides
    • R.K. Dhir, P.C. Hewlett (Eds.), London: E & FN Spon
    • Thomas M.D.A., Jones M.R. A critical review of service life modelling of concretes exposed to chlorides. Dhir R.K., Hewlett P.C. Concrete in the Service of Mankind: Radical Concrete Technology. 1999;723-736 E & FN Spon, London.
    • (1999) Concrete in the Service of Mankind: Radical Concrete Technology , pp. 723-736
    • Thomas, M.D.A.1    Jones, M.R.2
  • 4
    • 0026961011 scopus 로고
    • Estimating the life cycle of reinforced concrete decks and marine piles using laboratory diffusion and corrosion data
    • V. Chaker (Ed.), Corrosion Forms and Control for Infrastructure, Philadelphia: American Society for Testing and Materials
    • Berke N.S., Hicks M.C. Estimating the life cycle of reinforced concrete decks and marine piles using laboratory diffusion and corrosion data. Chaker V. Corrosion Forms and Control for Infrastructure. ASTM STP 1137. 1992;207-231 American Society for Testing and Materials, Philadelphia.
    • (1992) ASTM STP , vol.1137 , pp. 207-231
    • Berke, N.S.1    Hicks, M.C.2
  • 5
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    • Service life model for concrete structures exposed to chloride laden environments
    • Weyers R.E. Service life model for concrete structures exposed to chloride laden environments. ACI Mater. J. 95(4):1998;445-454.
    • (1998) ACI Mater. J. , vol.95 , Issue.4 , pp. 445-454
    • Weyers, R.E.1
  • 6
    • 6144261210 scopus 로고
    • Concrete classification for R.C. structures exposed to marine and other salt-laden environments
    • Edinburgh, 29 June-1 July
    • P. Bamforth, Concrete classification for R.C. structures exposed to marine and other salt-laden environments, presented at "Structural Faults and Repair - 93" Edinburgh, 29 June-1 July, 1993.
    • (1993) Structural Faults and Repair - 93
    • Bamforth, P.1
  • 7
    • 0030286536 scopus 로고    scopus 로고
    • Service life prediction of existing concrete structures exposed to marine environment
    • Maage M., Helland S., Poulsen E., Vennesland Ø., Carlsen J.E. Service life prediction of existing concrete structures exposed to marine environment. ACI Mater. J. 93(6):1996;602-608.
    • (1996) ACI Mater. J. , vol.93 , Issue.6 , pp. 602-608
    • Maage, M.1    Helland, S.2    Poulsen, E.3    Vennesland, Ø.4    Carlsen, J.E.5
  • 9
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    • Prediction of long term chloride concentration in concrete
    • Mangat P.S., Molloy B.T. Prediction of long term chloride concentration in concrete. Mater. Struct. 27:1994;338-346.
    • (1994) Mater. Struct. , vol.27 , pp. 338-346
    • Mangat, P.S.1    Molloy, B.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.