Academic Journal of Architecture and Geotechnical Engineering, 2023, 5(3); doi: 10.25236/AJAGE.2023.050305.
Weifeng Li
Nanjing Vocational Institute of Transport Technology, Nanjing, China
Prestressed carbon fiber plate (CFRP) is widely used in the field of bridge reinforcement, but the anchoring ways of CFRP are various, and the anchoring performance of different anchoring forms is also different. In this paper, the anchorage performance, failure form and tension control stress of several common anchorage are studied by experiments, the results show that the anchorage effect is the best when the end of the anchor bearing only tension and no other stresses, which can provide some construction guidance for the selection of anchorage in the future.
CFRP; Anchorage form; Anchorage performance; Tension control; Limit test; Tlastic modulus
Weifeng Li. Study on Anchoring Effect of Different CFRP Anchors. Academic Journal of Architecture and Geotechnical Engineering (2023) Vol. 5, Issue 3: 38-42. https://doi.org/10.25236/AJAGE.2023.050305.
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