中文摘要：

为实现对碳纤维增强复合材料（CFRP）索股的科学锚固,促进CFRP索股在土木工程特别是桥梁工程中的应用,开发了复合式CFRP索股粘结型锚固体系,建立了复合式CFRP索股粘结型锚固体系计算理论和设计准则,并对该体系进行了优化设计;通过静载张拉试验对新型锚固体系的综合锚固性能进行了实测,并根据试验结果对设计计算理论的可靠性进行了验证。结果表明：新型锚固体系锚固区压应力分布更加合理,其分布较传统锚具有着根本性的变化;锚固区粘结应力沿轴向分布较传统锚具更加均匀,受荷端无应力集中现象,新型锚固体系能使各CFRP筋均匀受力,锚固效率系数超过95%。

英文摘要：

For anchoring carbon fiber reinforced plastics （CFRP） strand scientifically and promoting the application of CFRP strand in civil engineering, especially in bridge engineering, the composite bond-type anchorage system for CFRP strand was developed. The mechanical calculation theory and design criteria of the new anchorage system were established, and the optimization design of the anchorage system was presented. The comprehensive performance of the new anchorage system was tested through static tensile testing, and the reliability of the mechanical calculation theory was verified by the test results. The results show that the distribution of compressive stresses in anchorage zone of the new anchorage system has a fundamental change compared with the traditional anchorage system, and it is more reasonable~ the distribution of bond stresses along the axial direction becomes more even, and there is no stress-focus phenomenon at loading end of the anchor. The anchorage system can ensure the CFRP tendons bearing tensile load uniformly, and the anchorage efficiency factor of the system is more than 95 ~.