抗剪加固用U形纤维布条带预应力系统设计及试验

针对传统纯粘贴纤维增强复合材料(FRP)抗剪加固钢筋混凝土梁技术中，FRP强度利用率低、端部极易发生剥离和被动受力等问题，自主研发了抗剪加固用U形纤维布条带预应力系统.它由锚固装置、张拉装置和转角圆钢3部分组成.详细给出了各部件尺寸的设计方法和预应力施工工艺.设计制作了适用于2层50 mm宽FRP的预应力系统，分别进行了1组直线条带的承载力试验和8组抗剪U形条带的预应力损失试验研究.结果表明：预应力系统能够有效锚固FRP并实现拉断破坏，使其强度利用率最大可达到96.1%；各部件尺寸设计方法是安全可靠的；施工工艺能够在确保FRP两侧应力的均匀性和对称性的基础上施加不同大小的预应力值；预应力系统适用于施加244.84 MPa以上预应力值的抗剪FRP，其长期预应力损失比约为15%.
In the shear strengthened reinforced concrete (RC) beams by externally bonded fiber reinforced polymer (FRP) composite, there are some main shortcomings including low fiber utilization, premature debonding, and stress hysteresis of the FRP, etc. In order to address these problems, this paper independently developed a novel prestressing system for U-shaped FRP sheet in shear strengthening, which consists of three parts: anchor device, tension device, and steel angle. The design method of component size and the prestress construction technology were presented. Furthermore, a prestressing system for 2-ply and 50-mm-wide FRP sheet was designed and manufactured. One bearing capacity test of linear FRP sheet and eight prestressing loss tests of shear-strengthened FRP strips were conducted in this system. The test results show that: the prestressing system can effectively anchor FRP and result in rupture failure; fiber strength increases up to 96.1%; design method of component size is safe and reliable; prestressing construction technology can exert different prestress values to FRP strip based on the uniformity and symmetry of the strip stress; the system is applicable to exert the prestress more than 244.84 MPa to the FRP; and the long-term prestress loss ratio is about 15%.