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Volumn 9, Issue 4, 2005, Pages 313-326

Strength-fatigue behavior of fiber reinforced polymer strengthened prestressed concrete T-beams

Author keywords

Concrete beams; Concrete, prestressed; Fatigue; Fiber reinforced polymers

Indexed keywords

CONCRETE, PRESTRESSED; FATIGUE; FIBER REINFORCED POLYMERS; STATIC LOADING;

EID: 25444446346     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2005)9:4(313)     Document Type: Article
Times cited : (44)

References (13)
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    • (1998) LRFD Bridge Design Specifications, 2nd Ed.
  • 2
    • 0003640229 scopus 로고    scopus 로고
    • Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures
    • Farmington Mills, Mich.
    • American Concrete Institute (ACI). (2002). "Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures." ACI 440.2R02 ACI, Committee 440, Farmington Mills, Mich.
    • (2002) ACI 440.2R02 ACI, Committee , vol.440
  • 3
    • 2942568179 scopus 로고    scopus 로고
    • Fiber-reinforced polymer composites for construction - State-of-the-art review
    • Bakis, C. E., et al. (2002). "Fiber-reinforced polymer composites for construction - State-of-the-art review." J. Compos. Constr., 6(2), 73-87.
    • (2002) J. Compos. Constr. , vol.6 , Issue.2 , pp. 73-87
    • Bakis, C.E.1
  • 4
    • 0036298408 scopus 로고    scopus 로고
    • Flexural strengthening of prestressed bridge slabs with FRP systems
    • Hassan, T., and Rizkalla, S. (2002). "Flexural strengthening of prestressed bridge slabs with FRP systems." PCI J., 47(1), 76-93.
    • (2002) PCI J. , vol.47 , Issue.1 , pp. 76-93
    • Hassan, T.1    Rizkalla, S.2
  • 7
    • 25444527651 scopus 로고    scopus 로고
    • Developing a nonlinear strength-fatigue design procedure for FRP strengthening of prestressed concrete girders
    • ASCE, Reston, Va., CD ROM
    • Larson, K. H., Rasheed, H. A., and Peterman, R. J. (2004). "Developing a nonlinear strength-fatigue design procedure for FRP strengthening of prestressed concrete girders." Proc., 17th Engineering Mechanics Conf., ASCE, Reston, Va., CD ROM.
    • (2004) Proc., 17th Engineering Mechanics Conf.
    • Larson, K.H.1    Rasheed, H.A.2    Peterman, R.J.3
  • 9
    • 0000904457 scopus 로고
    • Brülckensanierung mit hochleistungs-faserverbundwerkstoffen
    • in German
    • Meier, U., (1987). "Brülckensanierung mit hochleistungs- faserverbundwerkstoffen." Mater. Tech. (Duebendorf, Switz.), 15, 125-128 (in German).
    • (1987) Mater. Tech. (Duebendorf, Switz.) , vol.15 , pp. 125-128
    • Meier, U.1
  • 10
    • 0004043738 scopus 로고    scopus 로고
    • Chicago
    • Precast/Prestressed Concrete Institute (Precast/PCI). (1999). PCI design handbook, 5th Ed., Chicago.
    • (1999) PCI Design Handbook, 5th Ed.
  • 12
    • 13944250332 scopus 로고    scopus 로고
    • Evaluation of prestressed concrete girders strengthened with carbon fiber reinforced sheets
    • Reed, C. E., and Peterman, R. J. (2004). "Evaluation of prestressed concrete girders strengthened with carbon fiber reinforced sheets." J. Bridge Eng., 9(2), 185-192.
    • (2004) J. Bridge Eng. , vol.9 , Issue.2 , pp. 185-192
    • Reed, C.E.1    Peterman, R.J.2
  • 13
    • 25444485902 scopus 로고    scopus 로고
    • Evaluating FRP repair method for cracked prestressed concrete bridge members subjected to repeated loadings (Phase 1)
    • Kansas Dept. of Transportation, Topeka, Kan.
    • Reed, C. E., Peterman, R. J., and Rasheed, H. A. (2004). "Evaluating FRP repair method for cracked prestressed concrete bridge members subjected to repeated loadings (Phase 1)." Final Rep. No. K-TRAN: KSU 01-02, Kansas Dept. of Transportation, Topeka, Kan.
    • (2004) Final Rep. No. K-TRAN: KSU 01-02
    • Reed, C.E.1    Peterman, R.J.2    Rasheed, H.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.