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Volumn , Issue , 2006, Pages 063401-0634019

Candidate corrosion resistant reinforcement materials for concrete structures: corrosion propagation behavior

Author keywords

[No Author keywords available]

Indexed keywords

ACTIVE SITE; ADJACENT SURFACES; ANODE AREA; ANODIC DISSOLUTION; ANODIC POTENTIALS; CONCRETE CRACKING; CONCRETE STRUCTURES; CORROSION INITIATION; CORROSION MORPHOLOGY; CORROSION-RESISTANT; DEGREE OF CORROSION; DEPASSIVATION; DUPLEX STAINLESS STEEL; DUPLEX STEELS; ELECTROCHEMICAL TECHNIQUES; HIGH POTENTIAL; LATERAL PROPAGATION; LOCAL CORROSION; MICROELECTRODE ARRAY; PIT GROWTH; POTENTIAL BENEFITS; PROPAGATION BEHAVIOR; RADIAL PROPAGATION; REINFORCEMENT MATERIALS;

EID: 69149085499     PISSN: 03614409     EISSN: None     Source Type: Book Series    
DOI: None     Document Type: Conference Paper
Times cited : (6)

References (10)
  • 1
    • 0004127314 scopus 로고
    • Stockholm: Swedish Cement and Concrete research Institute
    • K. Tuutti, Corrosion of Steel in Concrete, 1982, Stockholm: Swedish Cement and Concrete research Institute.
    • (1982) Corrosion of Steel in Concrete
    • Tuutti, K.1
  • 2
    • 84865447711 scopus 로고    scopus 로고
    • Threshold Chloride Concentrations of Selected Corrosion Resistant Rebar Materials Compared to Carbon Steel
    • Denver, CO: NACE International
    • M.F. Hurley and J.R. Scully, Threshold Chloride Concentrations of Selected Corrosion Resistant Rebar Materials Compared to Carbon Steel, in Corrosion '05 Paper No. 05259. 2005. Denver, CO: NACE International.
    • (2005) Corrosion '05 Paper No. 05259
    • Hurley, M.F.1    Scully, J.R.2
  • 3
    • 33746863475 scopus 로고    scopus 로고
    • Comparing the Chloride Resistances of Reinforcing Bars
    • G.C. Clemena and Y.P. Vermani, Comparing the Chloride Resistances of Reinforcing Bars. Concrete International, 2004. 26(11): p. 39-49.
    • (2004) Concrete International , vol.26 , Issue.11 , pp. 39-49
    • Clemena, G.C.1    Vermani, Y.P.2
  • 4
    • 84876234853 scopus 로고    scopus 로고
    • Performance of Corrosion Resistant Reinforcement as Assessed by Accelerated Testing and Long Term Exposure in Chloride Contaminated Concrete
    • Houston: NACE
    • D.K. Lysogorski, P. Cros, and W.H. Hartt, "Performance of Corrosion Resistant Reinforcement as Assessed by Accelerated Testing and Long Term Exposure in Chloride Contaminated Concrete," in Corrosion '05 Paper No. 05258. 2005. Houston: NACE.
    • (2005) Corrosion '05 Paper No. 05258
    • Lysogorski, D.K.1    Cros, P.2    Hartt, W.H.3
  • 8
    • 2042548019 scopus 로고    scopus 로고
    • Origins of Persistent Interactions among Localized Corrosion Sites on Stainless Steel
    • N.D. Budiansky, J.L. Hudson, and J.R. Scully, "Origins of Persistent Interactions among Localized Corrosion Sites on Stainless Steel," Journal of Electrochemical Society, 2004. 151: p. B233-243.
    • (2004) Journal of Electrochemical Society , vol.151
    • Budiansky, N.D.1    Hudson, J.L.2    Scully, J.R.3
  • 9
    • 0004165337 scopus 로고
    • Washington D.C, National Bureau of Standards
    • M. Romanoff, Underground Corrosion. 1957, Washington D.C.: National Bureau of Standards.
    • (1957) Underground Corrosion
    • Romanoff, M.1
  • 10
    • 0141878242 scopus 로고    scopus 로고
    • Concrete Cover Cracking with Localized Corrosion of Reinforcing Steel
    • Barcelona, Spain: ACI International
    • A.A. Torres-Acosta and A.A. Sagüés, "Concrete Cover Cracking with Localized Corrosion of Reinforcing Steel," in Fifth CANMET/ACI, 2000, Barcelona, Spain: ACI International.
    • (2000) Fifth CANMET/ACI
    • Torres-Acosta, A.A.1    Sagüés, A.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.