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Volumn 49, Issue 1, 2004, Pages 92-104

Flexural Response of CFRP Prestressed Concrete Box Beams for Highway Bridges

Author keywords

[No Author keywords available]

Indexed keywords

BOND (MASONRY); CARBON FIBER REINFORCED PLASTICS; COMPUTER PROGRAM LISTINGS; DEFLECTION (STRUCTURES); HIGHWAY BRIDGES; PRESTRESSED BEAMS AND GIRDERS; STRUCTURAL LOADS;

EID: 1642349478     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.01012004.92.104     Document Type: Article
Times cited : (10)

References (17)
  • 2
    • 85113133515 scopus 로고
    • Partially Prestressed Beams with Carbon Fiber Composite Cable Strands: Preliminary Tests on Strands
    • American Concrete Institute, Farmington Hills, MI
    • Naaman, A. E., Tan, K. H., Jeong, S. M., and Alkhairi, F. M., "Partially Prestressed Beams with Carbon Fiber Composite Cable Strands: Preliminary Tests on Strands," Fiber-Reinforced-Plastic Reinforcement for Concrete Structures, SP-138, American Concrete Institute, Farmington Hills, MI, 1993, pp. 441-464.
    • (1993) Fiber-reinforced-plastic Reinforcement for Concrete Structures , vol.SP-138 , pp. 441-464
    • Naaman, A.E.1    Tan, K.H.2    Jeong, S.M.3    Alkhairi, F.M.4
  • 3
    • 85060546136 scopus 로고
    • Flexual and Shear Behavior of Prestressed Concrete Beams Using FRP Rods as Prestressing Tendons
    • American Concrete Institute, Farmington Hills, MI
    • Yonekura, A., Tazawa, E., and Nakayama, H., "Flexual and Shear Behavior of Prestressed Concrete Beams Using FRP Rods as Prestressing Tendons," Fiber-Reinforced-Plastic Reinforcement for Concrete Structures, SP-138, American Concrete Institute, Farmington Hills, MI, 1993, pp. 525-548.
    • (1993) Fiber-reinforced-plastic Reinforcement for Concrete Structures , vol.SP-138 , pp. 525-548
    • Yonekura, A.1    Tazawa, E.2    Nakayama, H.3
  • 6
    • 85113177032 scopus 로고
    • Flexural Characteristics of Prestressed Concrete Beams with CFRP Tendons
    • American Concrete Institute, Farmington Hills, MI
    • Kato, T., and Hayashida, N., "Flexural Characteristics of Prestressed Concrete Beams with CFRP Tendons," Fiber-Reinforced-Plastic Reinforcement for Concrete Structures, SP-138, American Concrete Institute, Farmington Hills, MI, 1993, pp. 419-440.
    • (1993) Fiber-reinforced-plastic Reinforcement for Concrete Structures , vol.SP-138 , pp. 419-440
    • Kato, T.1    Hayashida, N.2
  • 9
    • 0036576716 scopus 로고    scopus 로고
    • Behavior of CFCC and CFRP Leadline Prestressing Systems in Bridge Construction
    • May-June
    • Grace, N. F., Enomoto, T., and Yagi, K., "Behavior of CFCC and CFRP Leadline Prestressing Systems in Bridge Construction," PCI JOURNAL, V. 47, No. 3, May-June 2002, pp. 90-103.
    • (2002) PCI Journal , vol.47 , Issue.3 , pp. 90-103
    • Grace, N.F.1    Enomoto, T.2    Yagi, K.3
  • 10
    • 0034313195 scopus 로고    scopus 로고
    • Response of Continuous CFRP Prestressed Concrete Bridges under Static and Repeated Loadings
    • November-December
    • Grace, N. F., "Response of Continuous CFRP Prestressed Concrete Bridges Under Static and Repeated Loadings," PCI JOURNAL, V. 45, No. 6, November-December 2000, pp. 84-102.
    • (2000) PCI Journal , vol.45 , Issue.6 , pp. 84-102
    • Grace, N.F.1
  • 11
    • 0038754966 scopus 로고    scopus 로고
    • Design Approach for CFRP Prestressed Concrete Bridge Beams
    • May-June
    • Grace, N. F., and Singh, S. B., "Design Approach for CFRP Prestressed Concrete Bridge Beams," ACI Structural Journal, V. 100, No. 3, May-June 2003, pp. 365-376.
    • (2003) ACI Structural Journal , vol.100 , Issue.3 , pp. 365-376
    • Grace, N.F.1    Singh, S.B.2
  • 12
    • 85039585609 scopus 로고    scopus 로고
    • Unified Analysis and Design Approach for CFRP Prestressed Concrete Bridge Girders
    • Stanford, CA, September 16-18
    • Grace, N. F., and Singh, S. B., "Unified Analysis and Design Approach for CFRP Prestressed Concrete Bridge Girders," Proceedings of the 10th U.S.-Japan Conference on Composite Materials, Stanford, CA, September 16-18, 2002, pp. 328-335.
    • (2002) Proceedings of the 10th U.S.-Japan Conference on Composite Materials , pp. 328-335
    • Grace, N.F.1    Singh, S.B.2
  • 13
    • 0041375587 scopus 로고    scopus 로고
    • Experimental Study and Analysis of a Full-Scale CFRP/CFCC Double-Tee Bridge Beam
    • July-August
    • Grace, N. F., Enomoto, T., Abdel-Sayed, G., Yagi, K., and Collavino, L., "Experimental Study and Analysis of a Full-Scale CFRP/CFCC Double-Tee Bridge Beam," PCI JOURNAL, V. 48, No. 4, July-August 2003, pp. 120-139.
    • (2003) PCI Journal , vol.48 , Issue.4 , pp. 120-139
    • Grace, N.F.1    Enomoto, T.2    Abdel-Sayed, G.3    Yagi, K.4    Collavino, L.5
  • 14
    • 0036753790 scopus 로고    scopus 로고
    • Design-Construction of Bridge Street Bridge - First CFRP Bridge in the United States
    • September-October
    • Grace, N. F., Navarre, F., Nacey, R. B., Bonus, W., and Collavino, L., "Design-Construction of Bridge Street Bridge - First CFRP Bridge in the United States," PCI JOURNAL, V. 47, No. 5, September-October 2002, pp. 20-35.
    • (2002) PCI Journal , vol.47 , Issue.5 , pp. 20-35
    • Grace, N.F.1    Navarre, F.2    Nacey, R.B.3    Bonus, W.4    Collavino, L.5
  • 16
    • 0010486655 scopus 로고
    • Leadline™ Carbon Fiber Tendons/Bars
    • Tokyo, Japan
    • Mitsubishi Chemical Corporation (MCC), "Leadline™ Carbon Fiber Tendons/Bars," Product Manual, Tokyo, Japan, 1994.
    • (1994) Product Manual
  • 17
    • 85039581514 scopus 로고
    • Carbon Fiber Composite Cables (CFCC)
    • Tokyo, Japan
    • Tokyo Rope Mfg. Co. Ltd., "Carbon Fiber Composite Cables (CFCC)," Product Manual, Tokyo, Japan, 1993.
    • (1993) Product Manual


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.