【摘要】 系锚碳纤维布(简称CFRP)间接加固混凝土框架节点方法能够有效避免直接粘贴加固CFRP易剥离、难以在实际工程中实施等缺陷。通过对5个系锚CFRP间接加固节点在滞回曲线、节点承载力和延性系数等方面的有限元数值模拟对比分析,探讨节点梁端箍筋配箍率、纵向CFRP条带用量及横向CFRP条箍用量等参数对节点抗震性能的影响。分析结果表明:梁柱端间接加固的系锚CFRP能明显改善节点的抗震性能,其极限承载能力和梁端位移延性系数提高幅度分别达到19.8%和55.5%;在其他参数相同的情况下,增加梁端纵向CFRP条带的配置率能同时提高加固节点的抗震延性和承载能力,梁端箍筋配箍率能显著改善其抗震延性,梁柱端横向CFRP条箍配置率对加固节点的抗震延性和承载能力的提高作用不大,但能有效延缓纵筋的屈服和黏结滑移。更多还原

【Abstract】 The method of indirectly strengthening RC frame joints with tied and lock-anchored carbon fiber reinforced polymer( CFRP) sheets can effectively avoid debonding of CFRP and infeasibility in practice which exist in strengthening directly. Based on the numerical simulation comparative analysis of the five strengthened joints’ hysteresis curves, bearing capacity and ductility coefficient, the influence of the parameters on the seismic performance of the joints strengthened with tied and lock-anchored CFRP sheets was discussed. The influencing parameters included the ratio of stirrup,longitudinal CFRP sheets at the beam end and the amount of lateral shear CFRP at the beam and column end. The results showed that the tied and lock-anchored CFRP sheets could significantly improve the seismic performance of the joints. The maximum increase in ultimate bearing capacity and ductility coefficient of beam end was up to19. 8% and 55. 5% respectively. When others remained invariable,increasing the ratio of longitudinal CFRP sheets at the beam end could simultaneously improve ductility and bearing capacity of strengthened joints,but the ratio of stirrup at the beam end could only improve the ductility significantly.Increasing the amount of lateral shear CFRP had little effect on the ductility and bearing capacity of strengthened joints,but it could effectively delay the yield and bonding-slip of the longitudinal bars.更多还原