Field deployment of carbon-fiber-reinforced polymer in bridge applications

被引:0
|
作者
Ushijima, Kenichi [1 ]
Enomoto, Tsuyoshi [1 ]
Kose, Noriaki [2 ]
Yamamoto, Yoshiaki [3 ]
机构
[1] Tokyo Rope USA Inc., United States
[2] Tokyo Rope Manufacturing Co. Ltd., Japan
[3] Tokyo Rope USA Inc., Tokyo Rope Manufacturing Co. Ltd., Japan
来源
PCI Journal | 2016年 / 61卷 / 05期
关键词
Steel fibers - Tensile strength - Cables - Carbon fiber reinforced plastics - Durability - Steel corrosion - Cable stayed bridges - Concrete beams and girders - Reinforced concrete - Prestressed concrete;
D O I
暂无
中图分类号
学科分类号
摘要
Carbon-fiber-reinforced polymer (CFRP) materials are an alternative to steel reinforcement and prestressing strands in harsh climates because of their noncorrosive nature, durability, high tensile strength, and light weight. This paper discusses the use of CFRP in bridges in the form of carbon-fiber-composite cable (CFCC). CFCC's unique performance influences the design requirements of members with CFCC reinforcement. The American Association of State Highway and Transportation Officials and Michigan Department of Transportation are developing guidelines that will help highway transportation agencies make decisions about the use of CFRP for prestressed concrete bridge beams.
引用
收藏
页码:29 / 36
相关论文
共 50 条
  • [1] Field deployment of carbon-fiber-reinforced polymer in bridge applications
    Ushijima, Kenichi
    Enomoto, Tsuyoshi
    Kose, Noriaki
    Yamamoto, Yoshiaki
    PCI JOURNAL, 2016, : 29 - 36
  • [2] Experimental study on the carbon-fiber-reinforced polymer-steel interfaces based on carbon-fiber-reinforced polymer delamination failures and hybrid failures
    Pang, Yu-Yang
    Wu, Gang
    Su, Zhi-Long
    He, Xiao-Yuan
    ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (11) : 2247 - 2260
  • [3] Carbon-fiber-reinforced polymer seismic retrofit of RC bridge bent: Design and in situ validation
    Pantelides, CP
    Gergely, J
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2002, 6 (01) : 52 - 60
  • [4] Reinforced Concrete Beams with Carbon-Fiber-Reinforced Polymer BarsExperimental Study
    Karayannis, Chris G.
    Kosmidou, Parthena-Maria K.
    Chalioris, Constantin E.
    FIBERS, 2018, 6 (04):
  • [5] Modeling Flexural Failure in Carbon-Fiber-Reinforced Polymer Composites
    Burgani, Thiago de Sousa
    Alaie, Seyedhamidreza
    Tehrani, Mehran
    JOURNAL OF COMPOSITES SCIENCE, 2022, 6 (02):
  • [6] Selection of carbon-fiber-reinforced polymer systems for steelwork upgrading
    Photiou, Nikolaos K.
    Hollaway, Len C.
    Chryssanthopoulos, Marios K.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2006, 18 (05) : 641 - 649
  • [7] Evaluating fatigue, relaxation, and creep rupture of carbon-fiber-reinforced polymer strands for highway bridge construction
    Grace, Nabil F.
    Mohamed, Mohamed E.
    Bebawy, Mena R.
    PCI JOURNAL, 2023, 68 (03): : 36 - 61
  • [8] CARBON-FIBER-REINFORCED PHENOLICS
    CHANG, EP
    KIRSTEN, RO
    HARRINGTON, HJ
    SLAGOWSKI, EL
    JOURNAL OF APPLIED POLYMER SCIENCE, 1982, 27 (12) : 4759 - 4772
  • [9] Deployable Carbon-Fiber-Reinforced Polymer Boom with Bi-stability
    Kim, Sang Ki
    Kang, Jae Young
    TRANSACTIONS OF THE KOREAN SOCIETY OF MECHANICAL ENGINEERS A, 2021, 45 (06) : 465 - 471
  • [10] Shear strengthening of reinforced concrete beams using carbon-fiber-reinforced polymer laminates
    Zhang, ZC
    Hsu, CTT
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2005, 9 (02) : 158 - 169