Analysis of Multi-Tendon Friction-Based Composite Anchorage Device for CFRP Cables and Its Anchorage Mechanism

被引:10
作者
Zhu, Wanxu [1 ,2 ,3 ,4 ]
Chen, Hongbin [1 ,2 ,4 ]
Wei, Wei [1 ,2 ,4 ]
Chen, Boxuan [1 ,2 ,4 ]
Chen, Xuejun [1 ,2 ,4 ]
机构
[1] Guilin Univ Technol, Coll Civil & Architecture Engn, Guilin 541004, Peoples R China
[2] Collaborat Innovat Ctr Explorat Hidden Nonferrous, Guilin 541004, Peoples R China
[3] Guilin Univ Technol, Guangxi Engn Res Ctr Intelligent Struct Mat, Guilin 541004, Peoples R China
[4] Guilin Univ Technol, Guangxi Key Lab Geotech Mech & Engn, Guilin 541004, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
CFRP cable; anchorage device; oblique cone; anchorage efficiency coefficient; GROUND ANCHORS; SYSTEM; FRP; PERFORMANCE;
D O I
10.3390/ma15082895
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Carbon fiber-reinforced polymer (CFRP) cables are anticipated to be employed in larger, longer, and more durable structures in the engineering field. However, its anchorage devices and mechanism should be appropriately developed and improved. At present, mainly relying on the adhesive force, most anchorage devices may lose their efficiency because of adhesive aging and failure or the slip of an individual tendon. A friction-based composite anchorage device with an integrated bearing of inner cone filler (i.e., load transfer media (LTM)) bonding and a single extruding anchor is proposed, and the anchorage mechanism is examined for phi 7 CFRP cables of strength 2400 MPa. Firstly, sufficient conditions for anti-slip failure of CFRP tendons in the anchorage zone are derived by assuming uniform LTM bonding. The obtained results reveal that the smaller inner pore size of the barrel leads to higher efficiency. Additionally, the maximum efficiency depends on the friction coefficient of the contact surface, the inner cone angle of the barrel, and the diameter and quantity of the CFRP tendons. The necessary conditions for the safety of the CFRP tendon anchorage zone are carefully obtained based on the Tsai-Wu failure criterion. It is concluded that the compressive stress of CFRP tendons in the anchorage zone should gradually increase from the load-bearing end to the no-loading end. Additionally, the relations among the anchorage efficiency coefficient and the CFRP tendon diameter d, the anchorage length l, the dip angle of LTM external conical surface alpha, and the friction angle beta are derived based on the equivalent failure principle. The CFRP cables of four specifications (i.e., with phi 12, phi 19, phi 37, and phi 121 tendons) are designed under theoretical guidance, and eight static tests are carried out for more verification studies. The test results indicate that the anchorage efficiency coefficient of designed anchorage devices can be over 90%, and even up to 96.8%. Further, the failure modes are divergent destruction, which verifies the reliability of friction-based anchorage devices and provides a solid theoretical foundation for the design and engineering applications of CFRP cables.
引用
收藏
页数:16
相关论文
共 31 条
  • [1] Simplified Anchor System for CFRP Rods
    Al-Mayah, A.
    Soudki, K.
    Plumtree, A.
    [J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2013, 17 (05) : 584 - 590
  • [2] [Anonymous], 2010, JGJ85-2010
  • [3] [Anonymous], 2015, GB/T 14370-2015
  • [4] Bo F., 2019, THESIS SE U NANJING
  • [5] A numerical investigation on the performance of composite anchors for CFRP tendons
    Cai, Dong-sheng
    Xu, Zhao-hui
    Yin, Jie
    Liu, Rong-gui
    Liang, Ge
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 112 : 848 - 855
  • [6] Campbell T.I., 1999, P INT SEM DUND UK 7
  • [7] Rationalized improvement of Tsai-Wu failure criterion considering different failure modes of composite materials
    Chen, Xiangming
    Sun, Xiasheng
    Chen, Puhui
    Wang, Binwen
    Gu, Jiefei
    Wang, Wenzhi
    Chai, Yanan
    Zhao, Yueran
    [J]. COMPOSITE STRUCTURES, 2021, 256
  • [8] Evaluation of grout materials for CFRP ground anchors with strap ends
    Fan, Haifeng
    Vassilopoulos, Anastasios P.
    Keller, Thomas
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2017, 145 : 196 - 206
  • [9] Pull-out behavior of CFRP ground anchors with two-strap ends
    Fan, Haifeng
    Vassilopoulos, Anastasios P.
    Keller, Thomas
    [J]. COMPOSITE STRUCTURES, 2017, 160 : 1258 - 1267
  • [10] Experimental investigation of a bond-type anchorage system for multiple FRP tendons
    Fang, Zhi
    Zhang, Kuangyi
    Tu, Bing
    [J]. ENGINEERING STRUCTURES, 2013, 57 : 364 - 373