• Laser & Optoelectronics Progress
  • Vol. 59, Issue 23, 2306001 (2022)
Wanxu Zhu1,2,*, Wei Wei1,2, Long Yang3, and Mengguo Li1,2
Author Affiliations
  • 1College of Civil and Architectural Engineering, Guilin University of Technology, Guilin 541004, Guangxi, China
  • 2Guangxi Intelligent Structural Materials Engineering Research Center, Guilin 541004, Guangxi, China
  • 3Guangxi Liuzhou Iron and Steel Group, Liuzhou 545000, Guangxi, China
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    DOI: 10.3788/LOP202259.2306001 Cite this Article Set citation alerts
    Wanxu Zhu, Wei Wei, Long Yang, Mengguo Li. Research on Fatigue Performance of Carbon Fiber Reinforced Polymer Cable Anchor Structure in Water Environment[J]. Laser & Optoelectronics Progress, 2022, 59(23): 2306001 Copy Citation Text show less
    Section of CFRP tendons
    Fig. 1. Section of CFRP tendons
    Schematic diagram of anchor structure
    Fig. 2. Schematic diagram of anchor structure
    Arrangement of CFRP tendons
    Fig. 3. Arrangement of CFRP tendons
    Schematic diagram of measuring point layout of reinforcement in cable
    Fig. 4. Schematic diagram of measuring point layout of reinforcement in cable
    Cable specimen
    Fig. 5. Cable specimen
    Strain gauges measuring point in middle of cable
    Fig. 6. Strain gauges measuring point in middle of cable
    Fatigue test device
    Fig. 7. Fatigue test device
    Test phenomenon. (a) Cracking and delamination of reinforcement; (b) iron sand corrosion
    Fig. 8. Test phenomenon. (a) Cracking and delamination of reinforcement; (b) iron sand corrosion
    Wavelength changes of measuring points. (a) No. 1 reinforcement; (b) No. 2 reinforcement; (c) No. 3 reinforcement; (d) No. 4 reinforcement
    Fig. 9. Wavelength changes of measuring points. (a) No. 1 reinforcement; (b) No. 2 reinforcement; (c) No. 3 reinforcement; (d) No. 4 reinforcement
    Stress distribution of each reinforcement
    Fig. 10. Stress distribution of each reinforcement
    Internal interface fatigue failure mechanism of CFRP. (a) Interface failure; (b) fiber failure
    Fig. 11. Internal interface fatigue failure mechanism of CFRP. (a) Interface failure; (b) fiber failure
    Tension stand for residual strength
    Fig. 12. Tension stand for residual strength
    Destruction mode of cable
    Fig. 13. Destruction mode of cable
    Wanxu Zhu, Wei Wei, Long Yang, Mengguo Li. Research on Fatigue Performance of Carbon Fiber Reinforced Polymer Cable Anchor Structure in Water Environment[J]. Laser & Optoelectronics Progress, 2022, 59(23): 2306001
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