메뉴 건너뛰기




Volumn 15, Issue 5, 2011, Pages 663-671

Flexural performance of carbon fiber-reinforced polymer prestressed concrete side-by-side box beam bridge

Author keywords

Box beam bridge; Carbon fiber composite cable (CFCC); Load distribution; Longitudinal cracking; Strain distribution; Transverse posttensioning

Indexed keywords

BOX BEAM; CARBON FIBER COMPOSITE CABLE (CFCC); LOAD DISTRIBUTIONS; LONGITUDINAL CRACKING; POSTTENSIONING; STRAIN DISTRIBUTION;

EID: 81855187153     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000207     Document Type: Article
Times cited : (16)

References (19)
  • 1
    • 81855215266 scopus 로고    scopus 로고
    • AASHTO. (2007). LRFD bridge design specification. Washington, DC
    • AASHTO. (2007). LRFD bridge design specification. Washington, DC
  • 2
    • 81855215267 scopus 로고    scopus 로고
    • [Computer software].. Simulia Inc., Providence, RI
    • ABAQUS 6.9. [Computer software]. (2008). Simulia Inc., Providence, RI.
    • (2008) ABAQUS 6.9
  • 3
    • 32944462695 scopus 로고    scopus 로고
    • American Concrete Institute (ACI) Committee 440. ACI 440.4R-04, Farmington Hills, MI
    • American Concrete Institute (ACI) Committee 440. (2004). Prestressing concrete structures with FRP tendons.. ACI 440.4R-04, Farmington Hills, MI
    • (2004) Prestressing Concrete Structures with FRP Tendons
  • 5
    • 0035450943 scopus 로고    scopus 로고
    • Live-load distribution factors in prestressed concrete girder bridges
    • DOI 10.1061/(ASCE)1084-0702(2001)6:5(298)
    • Barr, P., Eberhard, M., and Stanton, J. (2001). Live-load distribution factors in prestressed concrete girder bridges.. J. Bridge Eng. 1084-0702, 6 (5), 298-306. 10.1061/(ASCE)1084-0702(2001)6:5(298) (Pubitemid 32819894)
    • (2001) Journal of Bridge Engineering , vol.6 , Issue.5 , pp. 298-306
    • Barr, P.J.1    Eberhard, M.O.2    Stanton, J.F.3
  • 6
    • 0029772233 scopus 로고    scopus 로고
    • Flexural response of concrete beams reinforced with FRP reinforcing bars
    • 0889-3241
    • Benmokrane, B., Chaallal, O., and Masmoudi, R. (1996). Flexural response of concrete beams reinforced with FRP reinforcing bars.. ACI Struct. J., 93 (1), 46-65. 0889-3241
    • (1996) ACI Struct. J. , vol.93 , Issue.1 , pp. 46-65
    • Benmokrane, B.1    Chaallal, O.2    Masmoudi, R.3
  • 7
    • 0035267543 scopus 로고    scopus 로고
    • Flexural design of prestressed concrete beams using FRP tendons
    • Burke, C. R., and Dolan, C. W. (2001). Flexural design of prestressed concrete beams using FRP tendons.. PCI J., 46 (2), 76-87. 0887-9672 (Pubitemid 32576913)
    • (2001) PCI Journal , vol.46 , Issue.2 , pp. 76-87
    • Burke, C.R.1    Dolan, C.W.2
  • 8
    • 0031077454 scopus 로고    scopus 로고
    • Testing of a composite steel-concrete bridge deck
    • 0162-4075
    • Csagoly, P. (1997). Testing of a composite steel-concrete bridge deck.. Concr. Int., 19 (2), 47-53. 0162-4075
    • (1997) Concr. Int. , vol.19 , Issue.2 , pp. 47-53
    • Csagoly, P.1
  • 10
    • 0041375587 scopus 로고    scopus 로고
    • Experimental study and analysis of a full-scale CFRP/CFCC double-tee bridge beam
    • 0887-9672
    • Grace, N. F., Enomoto, T., Abdel-Sayed, G., Yagi, K., and Collavino, L. (2003). Experimental study and analysis of a full-scale CFRP/CFCC double-tee bridge beam.. PCI J., 48 (4), 120-139. 0887-9672
    • (2003) PCI J. , vol.48 , Issue.4 , pp. 120-139
    • Grace, N.F.1    Enomoto, T.2    Abdel-Sayed, G.3    Yagi, K.4    Collavino, L.5
  • 11
    • 77952407946 scopus 로고    scopus 로고
    • Transverse diaphragms and unbounded CFRP post-tensioning in box-beam bridges
    • 0887-9672
    • Grace, N. F., Jensen, E. A., Enomoto, T., Matsagar, V. A., Soliman, E. M., and Hanson, J. O. (2010). Transverse diaphragms and unbounded CFRP post-tensioning in box-beam bridges.. PCI J., 55 (2), 1-14. 0887-9672
    • (2010) PCI J. , vol.55 , Issue.2 , pp. 1-14
    • Grace, N.F.1    Jensen, E.A.2    Enomoto, T.3    Matsagar, V.A.4    Soliman, E.M.5    Hanson, J.O.6
  • 12
    • 0036753790 scopus 로고    scopus 로고
    • Design-construction of Bridge Street Bridge - First CFRP bridge in the United States
    • Grace, N. F., Navarre, F., Nacey, R., Bonus, W., and Collavino, L. (2002). Design-construction of Bridge Street Bridge-First CFRP bridge in the United States.. PCI J., 47 (5), 20-35. 0887-9672 (Pubitemid 35295841)
    • (2002) PCI Journal , vol.47 , Issue.5 , pp. 20-35
    • Grace, N.F.1    Navarre, F.C.2    Nacey, R.B.3    Bonus, W.4    Collavino, L.5
  • 13
    • 39749194489 scopus 로고    scopus 로고
    • Prediction of reinforcement corrosion in concrete and its effects on concrete cracking and strength reduction
    • Li, C. Q., Yang, Y., and Melchers, R. E. (2008). Prediction of reinforcement corrosion in concrete and its effects on cracking and strength reduction.. ACI Mater. J., 105 (1), 3-10. 0889-325X (Pubitemid 351310187)
    • (2008) ACI Materials Journal , vol.105 , Issue.1 , pp. 3-10
    • Li, C.-Q.1    Yang, Y.2    Melchers, R.E.3
  • 14
    • 0343383344 scopus 로고
    • M.Sc. thesis, Dept. of Civil Engineering, McMaster Univ., Hamilton, Ontario, Canada
    • Moll, E. (1984). Investigation of transverse stressing in bridge decks.. M.Sc. thesis, Dept. of Civil Engineering, McMaster Univ., Hamilton, Ontario, Canada.
    • (1984) Investigation of Transverse Stressing in Bridge Decks
    • Moll, E.1
  • 15
    • 33645527355 scopus 로고
    • Design of transversely prestressed concrete bridge decks
    • 0887-9672
    • Poston, R., Breen, J., and Carrasquillo, R. (1989). Design of transversely prestressed concrete bridge decks.. PCI J. 0887-9672, 34 (5), 68-109.
    • (1989) PCI J. , vol.34 , Issue.5 , pp. 68-109
    • Poston, R.1    Breen, J.2    Carrasquillo, R.3
  • 16
    • 34249774165 scopus 로고    scopus 로고
    • FRP for prestressing of concrete bridges in Canada
    • ACI, Farmington Hills, MI
    • Rizkalla, S., and Tadros, G. (2003). FRP for prestressing of concrete bridges in Canada.. Field application of FRP reinforcement: Case studies, SP 215, ACI, Farmington Hills, MI, 75-82.
    • (2003) Field Application of FRP Reinforcement: Case Studies , vol.215 , pp. 75-82
    • Rizkalla, S.1    Tadros, G.2
  • 17
    • 81855215264 scopus 로고    scopus 로고
    • Deflection assessment of an FRP-reinforced concrete bridge
    • ACI, Farmington Hills, MI
    • Stone, D., Prota, A., and Nanni, A. (2002). Deflection assessment of an FRP-reinforced concrete bridge.. Deflection control for the future, ACI, Farmington Hills, MI, 1-23.
    • (2002) Deflection Control for the Future , pp. 1-23
    • Stone, D.1    Prota, A.2    Nanni, A.3
  • 18
    • 0032003108 scopus 로고    scopus 로고
    • Effect of FRP reinforcement ratio and concrete strength on flexural behavior of concrete beams
    • 1090-0268, 10.1061/(ASCE)1090-0268(1998)2:1(7)
    • Thriault, M., and Benmokrane, B. (1998). Effect of FRP reinforcement ratio and concrete strength on flexural behavior of concrete beams.. J. Compos. Constr. 1090-0268, 2 (1), 7-16. 10.1061/(ASCE)1090-0268(1998)2:1(7)
    • (1998) J. Compos. Constr. , vol.2 , Issue.1 , pp. 7-16
    • Thriault, M.1    Benmokrane, B.2
  • 19
    • 81855194874 scopus 로고    scopus 로고
    • Tokyo Rope Manufacturing Co., Ltd.. CFCC Quality Re, Tokyo
    • Tokyo Rope Manufacturing Co., Ltd. (2007). CFCC Quality Rep., Tokyo.
    • (2007)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.