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Volumn 129, Issue 1, 2003, Pages 30-40

Strengthening of steel-concrete composite girders using carbon fiber reinforced polymers sheets

Author keywords

Concrete; Fiber reinforced materials; Flexure; Girders; Polymers; Retrofitting; Steel

Indexed keywords

CONCRETE CRUSHING; RETROFFITED GIRDERS; TENSILE STRAIN; WEB CRIPPLING;

EID: 0141963450     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:1(30)     Document Type: Article
Times cited : (219)

References (12)
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    • Albrecht, P.1    Sahli, A.2    Crute, D.3    Albrecht, Ph.4    Evans, B.5
  • 2
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    • (2001) Count of Deficient Highway Bridges
  • 4
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    • Transportation Research Board, National Academy Press, Washington, D.C.
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    • Fisher, J.W.1
  • 5
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    • Klaiber, F. W., Dunker, K. F., Wipf, T. J., and Sanders, W. W. (1987). "Methods of strengthening existing highway bridges." NCHRP 293,
    • (1987) NCHRP , pp. 293
    • Klaiber, F.W.1    Dunker, K.F.2    Wipf, T.J.3    Sanders, W.W.4
  • 6
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    • Transportation Research Board, Washington, D.C.
    • Mertz, D., and Gillespie, J. (1996). "Rehabilitation of steel bridge girders through the application of advanced composite material." NCHRP 93-ID11, Transportation Research Board, Washington, D.C., 1-20.
    • (1996) NCHRP 93-ID11 , pp. 1-20
    • Mertz, D.1    Gillespie, J.2
  • 9
    • 85040214067 scopus 로고
    • External strengthening of concrete bridges with bonded steel plates
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    • Raithby, K.1
  • 11
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  • 12
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    • Galvanic corrosion of carbon and steel in aggressive environments
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.