Impact Behaviour of Carbon Fibre-Reinforced Polymer (CFRP) Cables with Protective Sheaths

被引:2
作者
Fang, Yawei [1 ,2 ]
Xiang, Yu [2 ]
Fang, Zhi [3 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[3] Hunan Univ, Coll Civil Engn, Key Lab Wind & Bridge Engn Hunan Prov, Changsha 410082, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Impact; Carbon Fiber-reinforced Polymer (CFRP); Cable; Protective sheaths; Ultra-high-performance Concrete (UHPC); STEEL;
D O I
10.1016/j.conbuildmat.2024.138599
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Carbon-fibre-reinforced polymer (CFRP) cables have attracted the attention of people as a corrosion-free substitution of steel cables serving in aggressive environments. The production of CFRP cables generally refers to that of steel cables at the present, but as CFRP cables do not have corrosion risk, the step of greasing the external surface of the tendon bundle of steel cables is sometimes omitted. This results in various bond states between the outermost protective sheath and the tendon bundle, which affect the impact load transfer and thereby affecting the impact behaviour of the CFRP cable but has never been properly considered when developing the protective sheaths. To understand the effect of the bond state on the impact behaviour of CFRP cables, and to find the optimal type of protective sheaths, the present study designed three types of protective sheaths (Type 1, freesliding sheaths; Type 2, fixed sheaths; and Type 3, semi-fixed sheaths) and simulated them with achievable materials. Drop-weight impact tests were carried out on 2-meter-long CFRP cables with protective sheaths. The test results showed that the semi-fixed type of sheaths performed the best among all three types in delaying the fracture, improving the achievable maximum impact force and tension, and enhancing the energy dissipation capacity of the CFRP cable. Therefore, the semi-fixed type of sheaths is the recommended type for CFRP cables.
引用
收藏
页数:12
相关论文
共 50 条
  • [31] Concrete bridge barriers reinforced with glass fibre-reinforced polymer: static tests and pendulum impacts
    Ahmed, Ehab A.
    Dulude, Christian
    Benmokrane, Brahim
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2013, 40 (11) : 1050 - 1059
  • [32] Impact Response of Novel Fibre-Reinforced Grouted Aggregate Rubberized Concrete
    G. Murali
    Laxminadh Poka
    K. Parthiban
    M. K. Haridharan
    A. Siva
    Arabian Journal for Science and Engineering, 2019, 44 : 8451 - 8463
  • [33] Impact Response of Novel Fibre-Reinforced Grouted Aggregate Rubberized Concrete
    Murali, G.
    Poka, Laxminadh
    Parthiban, K.
    Haridharan, M. K.
    Siva, A.
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2019, 44 (10) : 8451 - 8463
  • [34] The interplay of abrasion, impact and salt scaling damage in fibre-reinforced concrete
    Zaki, Rowyda A.
    AbdelAleem, Basem H.
    Hassan, Assem A. A.
    Colbourne, Bruce
    MAGAZINE OF CONCRETE RESEARCH, 2021, 73 (04) : 204 - 216
  • [35] Properties of confined fibre-reinforced concrete under uniaxial compressive impact
    Sukontasukkul, P
    Mindess, S
    Banthia, N
    CEMENT AND CONCRETE RESEARCH, 2005, 35 (01) : 11 - 18
  • [36] Impact resistance of hybrid fibre-reinforced oil palm shell concrete
    Mo, Kim Hung
    Yap, Soon Poh
    Alengaram, U. Johnson
    Jumaat, Mohd Zamin
    Bu, Chun Hooi
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 50 : 499 - 507
  • [37] Himalayan nettle fibre-reinforced polymer composite: a physical, mechanical, and thermal analysis
    Mudoi, Manash Protim
    Sinha, Shishir
    Parthasarthy, Vijay
    BIOMASS CONVERSION AND BIOREFINERY, 2024, 14 (23) : 30415 - 30434
  • [38] Constitutive behaviour and modelling of hybrid basalt-polypropylene fibre-reinforced concrete considering coupling effect of fibre reinforcement and mechanical damage
    Fu, Qiang
    Wang, Zhenhua
    Bu, Mengxin
    Su, Li
    Kou, Hailei
    Li, Ning
    Niu, Ditao
    MATERIALS AND STRUCTURES, 2022, 55 (06)
  • [39] Carbon Fiber Reinforced Polymer Cables: Why? Why Not? What If?
    U. Meier
    Arabian Journal for Science and Engineering, 2012, 37 : 399 - 411
  • [40] Carbon Fiber Reinforced Polymer Cables: Why? Why Not? What If?
    Meier, U.
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2012, 37 (02): : 399 - 411