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Design Optimization and Experimental of CFRP Anchorage with Arching Clip-type
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Min ZHAO1, Dan XIAO1, *, Yi-jia QI2, Zhong-qiang WANG1
Science Technology and Engineering | 2025, 25(22) : 9561 - 9567
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Science Technology and Engineering | 2025, 25(22): 9561-9567
Papers·Traffics and Transportations
Design Optimization and Experimental of CFRP Anchorage with Arching Clip-type
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Min ZHAO1, Dan XIAO1, *, Yi-jia QI2, Zhong-qiang WANG1
Affiliations
  • 1 School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
  • 2 Shenzhen Gas Co., Ltd., Shenzhen 518172, China
Published: 2025-08-08 doi: 10.12404/j.issn.1671-1815.2407512
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The existing CFRP(carbon fiber reinforced plastic) plate clip-type anchorage exhibits arching deformation during the tensioning process due to compressive forces on the inside wall of the anchor cup. This causes “voids” at the contact interface between the anchor cup and the clip, leading to an uneven distribution of lateral forces within the CFRP plate anchorage section. The sides of the CFRP plate are prone to cracking failure due to stress concentration. An optimized design for arching clip-type CFRP plate anchors was proposed to address this issue. Finite element numerical simulations and static loading tension tests were conducted on clip-type anchors with varying arch heights. The findings show that the primary failure mode of conventional CFRP plate clip-type anchors is initial cracking followed by fragmentation, with an anchoring efficiency of only 68.75%. When the arch height is low, the voids in the anchor cup are not adequately filled, resulting in lower compressive stress and an anchoring efficiency of 56.67%. When the arch height is too high(0.5 mm), stress concentration occurs in the middle section of the CFRP plate anchorage, which increases the anchoring efficiency to 81.25%, but this is still suboptimal. Notably, when the arch height is set to 0.25 mm, anchoring efficiency increases to 90.83%, and the failure mode shifts to explosive failure, indicating that the CFRP material has been fully utilized. The rational adjustment of the clip’s arch height effectively prevents cracking failures in the CFRP plate anchorage due to voids, demonstrating the significant engineering application value of this research.

CFRP plate  /  anchorage  /  clip arcing  /  design optimization  /  finite element simulation  /  static load test
Min ZHAO, Dan XIAO, Yi-jia QI, Zhong-qiang WANG. Design Optimization and Experimental of CFRP Anchorage with Arching Clip-type[J]. Science Technology and Engineering, 2025 , 25 (22) : 9561 -9567 . DOI: 10.12404/j.issn.1671-1815.2407512
Year 2025 volume 25 Issue 22
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Article Info
doi: 10.12404/j.issn.1671-1815.2407512
  • Receive Date:2024-10-11
  • Online Date:2026-02-11
  • Published:2025-08-08
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  • Received:2024-10-11
  • Revised:2025-05-14
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Affiliations
    1 School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
    2 Shenzhen Gas Co., Ltd., Shenzhen 518172, China
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表12种不同金属材料的力学参数

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Number of
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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