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Volumn 97, Issue 2, 2000, Pages 214-220

Bond behavior of corroded reinforcement bars

Author keywords

Bond; Corrosion; Reinforced concretes

Indexed keywords

BARS (METAL); BOND STRENGTH (MATERIALS); COMPRESSIVE STRENGTH; CONCRETE REINFORCEMENTS; CORROSION; REINFORCED CONCRETE;

EID: 0034161153     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (351)

References (9)
  • 2
    • 0025475666 scopus 로고    scopus 로고
    • "Comparison of Polarization Resistance Technique to the Macrocell Corrosion Technique,"
    • Berke, N. S.; Shen, D. F.; and Sundberg, K. M., "Comparison of Polarization Resistance Technique to the Macrocell Corrosion Technique," Corrosion Hates of Steel in Concrete, pp. 38-51.
    • Corrosion Hates of Steel in Concrete , pp. 38-51
    • Berke, N.S.1    Shen, D.F.2    Sundberg, K.M.3
  • 3
    • 0002990916 scopus 로고    scopus 로고
    • "Use of Calcium Nitrite as Corrosion Inhibiting Admixture to Steel Reinforcement in Concrete
    • El-Jazairi, B., and Berke, N. S., "Use of Calcium Nitrite as Corrosion Inhibiting Admixture to Steel Reinforcement in Concrete,Corrosion of Reinforcement in Concrete, pp. 571-585.
    • Corrosion of Reinforcement in Concrete , pp. 571-585
    • El-Jazairi, B.1    Berke, N.S.2
  • 4
    • 0344981734 scopus 로고    scopus 로고
    • "Condition Assessment of Field Structures with Calcium Nitrite,"
    • R. E. Weyers, ed., American Concrete Institute, Farmington Hills, Mich.
    • Berke, N. S.; Hicks, M. C.; and Hoopes, R. J., "Condition Assessment of Field Structures with Calcium Nitrite," Concrete Bridges in Aggressive Environments, SP-151, R. E. Weyers, ed., American Concrete Institute, Farmington Hills, Mich., pp. 43-71.
    • Concrete Bridges in Aggressive Environments, SP-151 , pp. 43-71
    • Berke, N.S.1    Hicks, M.C.2    Hoopes, R.J.3
  • 5
    • 0032203643 scopus 로고    scopus 로고
    • "Effect of Water-Cement Ratio, Curing Age, Silica Fume, Polymer Admixtures, Steel Surface Treatments, and Corrosion on Bond between Concrete and Steel Reinforcing Bars
    • Nov.-Dec.
    • Fu, X., and Chuhg, D. D. L., "Effect of Water-Cement Ratio, Curing Age, Silica Fume, Polymer Admixtures, Steel Surface Treatments, and Corrosion on Bond between Concrete and Steel Reinforcing Bars,ACl Materiah Journal, V 95, No. 6, Nov.-Dec. 1998, pp. 725-734.
    • (1998) ACl Materiah Journal, V , vol.95 , Issue.6 , pp. 725-734
    • Fu, X.1    Chuhg, D.D.L.2
  • 6
    • 0023450563 scopus 로고
    • "Early-Age Bond Strength in Reinforced Concrete
    • Nov.-Dec.
    • G. Chapman, R. A., and Shah, S. P., "Early-Age Bond Strength in Reinforced Concrete,ACl Materials Journal, V 84, No. 6, Nov.-Dec. 1987, pp. 501-510.
    • (1987) ACl Materials Journal, V , vol.84 , Issue.6 , pp. 501-510
    • Chapman, G.1    Shah, S.P.2
  • 7
    • 0024736269 scopus 로고
    • "Bond Behavior of Normal and HighStrength Fiber-Reinforced Concrete
    • Sept.-Oct.
    • Ezeldin, A. S., and Balaguru, P., "Bond Behavior of Normal and HighStrength Fiber-Reinforced Concrete,ACl Materials Journal, V 86, No. 5, Sept.-Oct. 1989, pp. 515-524.
    • (1989) ACl Materials Journal, V , vol.86 , Issue.5 , pp. 515-524
    • Ezeldin, A.S.1    Balaguru, P.2
  • 8
    • 33745133517 scopus 로고    scopus 로고
    • Copenhagen, Dec.
    • Danish Standards Organization, "Pullout TestDS 2O82, Copenhagen, Dec. 19SO, 2 pp.
    • "Pullout TestDS 2O82 , pp. 192


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.