Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 55 Issue 11
Nov.  2025
Turn off MathJax
Article Contents
YANG Yan, ZHENG Hangyu, YU Duo, XU Guowen, WU Hangzi, ZHOU Huazhang, WU Yue. Comparative Study on Surface Treatment Processes of CFRP Smooth Rod-Cable Bonded Anchoring Area[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(11): 141-148. doi: 10.3724/j.gyjzG23091804
Citation: YANG Yan, ZHENG Hangyu, YU Duo, XU Guowen, WU Hangzi, ZHOU Huazhang, WU Yue. Comparative Study on Surface Treatment Processes of CFRP Smooth Rod-Cable Bonded Anchoring Area[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(11): 141-148. doi: 10.3724/j.gyjzG23091804

Comparative Study on Surface Treatment Processes of CFRP Smooth Rod-Cable Bonded Anchoring Area

doi: 10.3724/j.gyjzG23091804
  • Received Date: 2023-09-18
    Available Online: 2026-01-06
  • Publish Date: 2025-11-20
  • Carbon fiber composite materials (CFRP) have the advantages of light weight, high strength, corrosion resistance, and fatigue resistance. Among them, CFRP rod cables are more advantageous in bridge structures and long-span space structures. The surface treatment process of the CFRP cable anchoring area is the key to affecting the bearing capacity performance of the anchoring system. This article studies the surface treatment process of the CFRP cable base material and compares the improvement effect of the CFRP rod cable anchoring performance under different surface treatment processes. The results show that polishing the surface of CFRP rod cables with 16-grit sandpaper and bonding 26 to 40 mesh quartz sand can improve the load-bearing performance of anchor nodes by 361.1% compared with smooth rod cables. The research results can provide an important basis for the production of improved CFRP rod and cable anchor systems.
  • loading
  • [1]
    韩娟,刘伟庆,方海. 纤维增强树脂基复合材料在土木基础设施领域中的应用[J]. 南京工业大学学报(自然科学版),2020,42(5):543-554.
    [2]
    ELREFAI A,WEST J,SSOUDKI K. Performance of CFRP tendon-anchor assembly under fatigue loading[J]. Composite Structures,2007,80(3):352-360.
    [3]
    YANG Y,WANG X,WU Z,et al. Damping properties of FRP cables for long-span cable-stayed bridges[J]. Materials and Structures,2016,49(7):2701-2713.
    [4]
    XIE G H,YIN J,LIU R G,et al. Experimental and numerical investigation on the static and dynamic behaviors of cable-stayed bridges with CFRP cables[J]. Composites Part B:Engineering,2017,111:235-242.
    [5]
    WANG X,WU Z S. Evaluation of FRP and hybrid FRP cables for super long-span cable-stayed bridges[J]. Composite Structures,2010,92(10):2582-2590.
    [6]
    KARBHARI V M. Use of composite materials in civil infrastructure in Japan[M]. Baltimore,MD,USA:International Technology Research Institute,1998.
    [7]
    MEIER H,MEIER U,BRÖNNIMANN R. Zwei CFK-Kabel für die storchenbrücke[J]. Schweiz Ing Archit,1996,114:980-985.
    [8]
    MEIER U. Structural tensile elements made of advanced composite materials[J]. Struct Eng Int,1999(9):281-285.
    [9]
    吕志涛,梅葵花. 国内首座CFRP索斜拉桥的研究[J]. 土木工程学报,2007(1):54-59.
    [10]
    WANG L,ZHANG J,XU J,et al. Anchorage systems of CFRP cables in cable structures:a review[J]. Construction and Building Materials,2018,160:82-99.
    [11]
    WU J,XIAN G,LI H. A novel anchorage system for CFRP cable:Experimental and numerical investigation[J]. Composite Structures,2018,194:555-563.
    [12]
    MEI K,SERACINO R,LYU Z. An experimental study on bond-type anchorages for carbon fiber-reinforced polymer cables[J]. Construction and Building Materials,2016,106:584-591.
    [13]
    KOLLEGGER J. Verankerung für ein vorgespanntes und/oder belastetes Zugelement und Ankerbüchse:EP1259679 A1[P]. 2001-07-09.
    [14]
    MEIER U,MEIER H,KIM P. Anchorage device for high-performance fiber composite cables:US5713169A[P]. 1998-02-03.
    [15]
    黎健,李婷,朱虹,等. 附加肋提升复材筋锚固性能的试验研究[J]. 南京工业大学学报(自然科学版),2017,39(5):51-56.
    [16]
    李彪,杨勇新,赵进阶,等. 结构工程用碳纤维复材筋力学性能影响[J]. 建筑结构,2020,50(2):72-75.
    [17]
    MEIER U,FARSHAD M. Connecting high-performance carbon-fiber-reinforced polymer cables of suspension and cable-stayed bridges through the use of gradient materials[J]. Journal of Computer-Aided Materials Design,1996,3(1):379-384.
    [18]
    American Society of Testing Materials. Standard test method for tensile properties of fiber reinforced polymer matrix composite bars:ASTM D7205/D7205M-21[S]. Philadelphia:ASTM,2021.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (21) PDF downloads(0) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return