湿热环境作用下CFRP加固钢筋混凝土梁的抗弯性能

为研究湿热环境下碳纤维增强复合材料（CFRP）加固钢筋混凝土结构的耐久性问题，采用6根湿热环境下CFRP加固的钢筋混凝土梁进行抗弯性能试验，研究在湿热环境下CFRP加固钢筋混凝土梁的破坏形态、承载力、挠度和裂缝等；根据环氧树脂老化的化学反应微分方程和反应速度的指数定律，给出环氧树脂胶层弹性模量的衰减模型；从混凝土和环氧树脂胶层的力学性能出发，提出湿热环境下CFRP加固钢筋混凝土结构后CFRP剥离时的强度计算公式，推导湿热环境作用下CFRP加固钢筋混凝土梁的抗弯承载力计算公式. 研究结果表明:随着湿热环境作用时间的增加，加固梁的抗弯承载力逐渐减小，CFRP剥离破坏由混凝土控制逐渐转换为由环氧树脂胶层控制；随着湿热环境作用的持续，混凝土裂缝数量减小、裂缝宽度增加但挠度减小，加固梁的损伤增大且脆性增加；加固梁的屈服曲率、极限曲率和曲率延性系数均减小，加固梁的延性变差且CFRP剥离破坏时的脆性和离散性增强；试验与理论计算的对比表明，在湿热环境作用下加固梁发生CFRP剥离破坏时，CFRP极限应变的理论值与试验值误差在20%以内，抗弯承载力的理论值与试验值误差在11%以内. 

Flexural Behavior of Reinforced Concrete Beams Strengthened with Carbon Fiber Reinforced Polymer under Hydrothermal Environment

To study the durability of concrete structure strengthened with CFRP(carbon fiber reinforced polymer) under hydrothermal environment, six concrete beams strengthened with CFRP under warm and moisture conditions were used for flexural behavior experiment; the failure mode, bearing capacity, deflection and crack were studied by the experiment. Based on differential equations of chemical reactions and exponential law of reaction rate for epoxy resin aging, the attenuation model of elastic modulus was given for epoxy resin under warm and moisture conditions. From the mechanical properties of concrete and epoxy resin, theoretical formula of CFRP peel strength was given for concrete beams strengthened with CFRP under hydrothermal environment, and the flexural capacity formula was also put forward. The results show that the flexural capacity of strengthened concrete beams decrease exposed to environmental conditions, and peeling failure of CFRP is gradually transferring from the interface region of concrete side to the interface region of CFRP side. As the environmental effect continues, the number of cracks and deflection reduce while the crack width increases, which show that both damage and brittleness of strengthened beam increases. The yield curvature, ultimate curvature and curvature ductility factor of the strengthened beam reduce, and it indicates that the ductility of the strengthened beam deteriorates, but the brittleness and dispersion of the CFRP peeling failure increase. The comparison between the experimental and theoretical analysis shows that the relative error of the theoretical and the experimental value is smaller than 20% for CFRP ultimate strain, and the relative error is smaller than 11% for flexural capacity.