A numerical investigation on the performance of composite anchors for CFRP tendons

被引:43
作者
Cai, Dong-sheng [1 ]
Xu, Zhao-hui [1 ]
Yin, Jie [1 ,2 ]
Liu, Rong-gui [1 ]
Liang, Ge [1 ]
机构
[1] Jiangsu Univ, Fac Civil Engn & Mech, Dept Civil Engn, Zhenjiang 212013, Peoples R China
[2] Univ Wisconsin, Dept Civil & Environm Engn, Madison, WI 53706 USA
关键词
Carbon fiber; Adhesion; Mechanical properties; Numerical analysis; Composite anchor; CONCRETE BEAMS; BEHAVIOR; SYSTEM;
D O I
10.1016/j.conbuildmat.2016.02.202
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 (02, AO and Fp) including wedge clamping angle (02), angle difference (AO = 01 02) between anchor ring angle (01) and wedge clamping angle (02), 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 02 and AO are sensitive to the anchoring performance and insensitive with Fp. An optimized parameter combination is recommended in practice for composite anchor system design with 02 = 6, AO = 0.1, and with no pre -tightening force. 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:848 / 855
页数:8
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