Article ID Journal Published Year Pages File Type
6719417 Construction and Building Materials 2016 8 Pages PDF
Abstract
This paper presents a numerical survey on the composite anchoring performance for Carbon Fiber Reinforced Polymer (CFRP) tendon. A numerical ANSYS model was established based on a previous experimental test data and analysis on a given configuration of composite anchor as well as some reasonable assumptions on the interface contact, adhesion and bond-slip. Surface to surface contact element was set to simulate the interfaces among anchor ring, wedge clamping and sleeve. Nonlinear spring elements to simulate the bond slip between CFRP tendon and adhesive. Simulation results agree well with the test results which indicate that the model has a good feasibility and can be used to simulate the anchoring performance. The internal radial stress on sleeve due to wedge clamping is an important index to reflect the anchor performance. Three key parameters (θ2, Δθ and FP) including wedge clamping angle (θ2), angle difference (Δθ=θ1-θ2) between anchor ring angle (θ1) and wedge clamping angle (θ2), as well as pre-tightening force (FP) for composite anchor system were therefore evaluated with respect to the internal radial stress based on the numerical model. Results show that both θ2 and Δθ are sensitive to the anchoring performance and insensitive with FP. An optimized parameter combination is recommended in practice for composite anchor system design with θ2=6°, Δθ=0.1°, and with no pre-tightening force.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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