Aug 2026· Polymer Composites· 0 citations· 29 references
Abstract
Carbon fiber reinforced polymer (CFRP), as an anisotropic material, poses significant challenges to the design and performance of anchorage systems. In this study, a planar clamping anchorage (PCA) applicable to multi‐layer CFRP plate cables is first developed, and corresponding design methods for key components are established. Subsequently, the anchorage performance of PCA is investigated through static tensile tests, in which the interface treatment methods and the number of CFRP layers are considered as the primary influencing parameters. Finally, the underlying mechanisms governing interfacial slip or debonding between the ear plates and CFRP plates are elucidated. Based on these, optimization recommendations for the anchorage configuration are proposed, and a calculation method for the shear capacity of the net section of the clips is derived. The results indicate that for CFRP plate cables with different numbers of layers, the anchorage efficiency of PCA exceeds 90%. Compared with pure friction anchorage, the friction‐adhesion coupling anchorage significantly enhances the anchorage efficiency. As the number of layers increases, the average anchorage stress sustained by each individual CFRP plate exhibits a decreasing trend. The introduction of additional clamping plates between the ear plates and the outermost CFRP plates is recommended to optimize the load‐transfer path and suppress interfacial failure.
Externally bonded carbon fiber reinforced polymer (CFRP) sheets provide an effective method for enhancing the flexural behavior of reinforced concrete beams (RC) because of their superior tensile properties and resistance to environmental deterioration. However, the overall strengthening efficiency can be limited by ea...
Mohamed E. Kandeel, Yasser A. Khalifa, M. Zahran· IOP Conference Series: Earth...· 0 citations
Basalt fiber-reinforced polymer (BFRP) offers the advantages of high strength, excellent corrosion resistance, and low weight, providing a promising material solution to the durability problems associated with conventional steel anti-floating anchors. However, a systematic understanding of the interfacial bonding behav...
To address the issues of unreasonable torque control and unclear failure modes in concrete anchorage systems with chemical anchors in hybrid bonded Fiber-Reinforced Polymer (FRP) strengthening system, this study focuses on the numerical simulation analysis of bolt-concrete anchorage systems. The mechanical characterist...
During the construction process of prefabricated helical anchor foundations, eccentricity and inclined installation of anchor rods may alter the stress distribution and interfacial load-transfer mechanism within the UHPC grouting connection zone, resulting in the inability of performance evaluation methods established...
Yun-Sheng Xu, Guang-Yu An, Zi-Jun Chen et al.· Buildings· 0 citations
The performance of steel elements retrofitted with carbon fiber-reinforced polymer (CFRP) relies on the bond behavior of the interface between CFRP and steel substrate, as the adhesive is typically the weakest link of the retrofitting system. Therefore, understanding the bond behavior between CFRP and steel substrate i...
Mohamadreza Delzendeh, O. Chaallal· Journal of Composites Scienc...· 0 citations
The use of externally bonded carbon fibre-reinforced polymer (CFRP) plates for flexural strengthening of concrete beams has been well established; however, limited studies have explicitly focused on co-cured CFRP (cCFRP) plates applied to plain concrete beams without internal reinforcement. Crack control and interface...
Zaim Omar, Swathika Murugesan, S. Sugiman et al.· Jurnal Kejuruteraan· 0 citations
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