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Volumn SP-230, Issue , 2005, Pages 895-914

Flexural behavior of fiber-reinforced-concrete beams reinforced with FRP rebars

Author keywords

Concrete bridge decks; Crack width; Ductility; Fiber reinforced concrete; Fiber reinforced polymers; Flexure; Polypropylene fiber

Indexed keywords

BRIDGE DECKS; COMPOSITE BRIDGES; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DUCTILITY; DURABILITY; FAILURE (MECHANICAL); FATIGUE OF MATERIALS; FATIGUE TESTING; FIBER REINFORCED PLASTICS; FIBERS; HYBRID SYSTEMS; POLYPROPYLENES; REBAR; STEEL CORROSION; STIFFNESS; STRAIN; STRUCTURAL DESIGN;

EID: 85084842047     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (52)

References (14)
  • 2
    • 0004106789 scopus 로고
    • Research Report No. 2-1995, Industry Center for Computer-Aided Engineering, Technical University of Nova Scotia, Halifax, Nova Scotia, Canada
    • Jaeger, G.L., Tadros, G., and Mufti, A.A., “Balanced Section, Ductility and Deformability in Concrete with FRP Reinforcement,” Research Report No. 2-1995, Industry Center for Computer-Aided Engineering, Technical University of Nova Scotia, Halifax, Nova Scotia, Canada, 1995, 29 pp.
    • (1995) Balanced Section, Ductility and Deformability in Concrete with FRP Reinforcement , pp. 29
    • Jaeger, G.L.1    Tadros, G.2    Mufti, A.A.3
  • 4
    • 0031998481 scopus 로고    scopus 로고
    • New Ductile Hybrid FRP Reinforcing Bar for Concrete Structures
    • February
    • Harris, H.G., Somboonsong, W., and Ko, F. K., “New Ductile Hybrid FRP Reinforcing Bar for Concrete Structures,” Journal of composites for construction, Vol. 2, No. 1, February 1998, pp. 28-37.
    • (1998) Journal of composites for construction , vol.2 , Issue.1 , pp. 28-37
    • Harris, H.G.1    Somboonsong, W.2    Ko, F. K.3
  • 5
    • 0003610493 scopus 로고    scopus 로고
    • ACI committee 440, ACI 440.1R-03, American Concrete Institute, Farmington Hills, Michigan
    • ACI committee 440, “Guide for the Design and Construction of Concrete Reinforced with FRP Bars,” ACI 440.1R-03, American Concrete Institute, Farmington Hills, Michigan, 2003, 41 pp.
    • (2003) Guide for the Design and Construction of Concrete Reinforced with FRP Bars , pp. 41
  • 6
    • 0033351096 scopus 로고    scopus 로고
    • Ductility of Concrete Beams Reinforced with FRP Bars and Steel Fibers
    • Alsayed, S.H., and Alhozaimy, A.M., “Ductility of Concrete Beams Reinforced with FRP Bars and Steel Fibers,” Journal of Composite Materials, Vol. 33, No. 19, 1999, pp. 1792-1806.
    • (1999) Journal of Composite Materials , vol.33 , Issue.19 , pp. 1792-1806
    • Alsayed, S.H.1    Alhozaimy, A.M.2
  • 7
    • 0036461552 scopus 로고    scopus 로고
    • Flexural Behaviors of Glass Fiber-Reinforced Polymer (GFRP) Reinforced Engineered Cementitious Composite Beams
    • January-February
    • Li, V.C., and Wang, S., “Flexural Behaviors of Glass Fiber-Reinforced Polymer (GFRP) Reinforced Engineered Cementitious Composite Beams,” ACI Materials Journal Vol. 99, No. 1, January-February 2002, pp. 11-21.
    • (2002) ACI Materials Journal , vol.99 , Issue.1 , pp. 11-21
    • Li, V.C.1    Wang, S.2
  • 8
    • 84889640569 scopus 로고    scopus 로고
    • Maximum Crack Width in Reinforced Concrete Flexural Members
    • SP-20, American Concrete Institute, Farmington Hills, Michigan
    • Gergely, P, and Lutz, L.A., “Maximum Crack Width in Reinforced Concrete Flexural Members,” Causes, Mechanism, and Control of Cracking in Concrete, SP-20, American Concrete Institute, Farmington Hills, Michigan, 1999, pp.87-117.
    • (1999) Causes, Mechanism, and Control of Cracking in Concrete , pp. 87-117
    • Gergely, P1    Lutz, L.A.2
  • 9
    • 0034286693 scopus 로고    scopus 로고
    • Flexural Behavior of Concrete Beams Reinforced with Glaass Fiber-Reinforced Polymer (GFRP) Bars
    • September-October
    • Toutanji, H. A. and Saafi, M., “Flexural Behavior of Concrete Beams Reinforced with Glaass Fiber-Reinforced Polymer (GFRP) Bars,” ACI Structural Journal, Vol. 97, No. 5, September-October 2000, pp. 712-719.
    • (2000) ACI Structural Journal , vol.97 , Issue.5 , pp. 712-719
    • Toutanji, H. A.1    Saafi, M.2
  • 10
    • 3242885777 scopus 로고    scopus 로고
    • Prediction of Crack Width for Fiber-Reinforced Polymer-Reinforced Concrete Beams
    • July-August
    • Salib, S.R. and Abdel-Sayed, G., “Prediction of Crack Width for Fiber-Reinforced Polymer-Reinforced Concrete Beams,” ACI Structural Journal, Vol. 101, No. 4, July-August 2004, pp. 532-536.
    • (2004) ACI Structural Journal , vol.101 , Issue.4 , pp. 532-536
    • Salib, S.R.1    Abdel-Sayed, G.2
  • 12
    • 79551578341 scopus 로고    scopus 로고
    • Bond Splitting Behavior of FRP Reinforcing Bars Embedded in Fiber Reinforced Concrete
    • Belarbi. A and Washington D.C
    • Belarbi. A and Wang, H., “Bond Splitting Behavior of FRP Reinforcing Bars Embedded in Fiber Reinforced Concrete,” Proceeding for the 84th Transportation Research Board Annual Meeting, 2005, Washington D.C.
    • (2005) Proceeding for the 84th Transportation Research Board Annual Meeting
    • Wang, H.1
  • 13
    • 0032319852 scopus 로고    scopus 로고
    • Investigation of Bond In Concrete Member With Fiber Reinforced Polymer (FRP) Bars
    • December
    • Tighiouart, B. Benmokrane, B., and Gao, D., “Investigation of Bond In Concrete Member With Fiber Reinforced Polymer (FRP) Bars,” Construction and Building Materials, Vol. 12, No. 8, December 1998, pp. 453-462.
    • (1998) Construction and Building Materials , vol.12 , Issue.8 , pp. 453-462
    • Tighiouart, B.1    Benmokrane, B.2    Gao, D.3
  • 14
    • 0004112085 scopus 로고    scopus 로고
    • CAN/CSA-S6-00, Canadian Standard Association, Rexdale, Ontario, Canada
    • CAN/CSA-S6-00, 2000, “Canadian Highway Bridge Design Code,” Canadian Standard Association, Rexdale, Ontario, Canada, 190 pp.
    • (2000) Canadian Highway Bridge Design Code , pp. 190


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.