BEAM-TO-COLUMN JOINT OF NEW STRUCTURES INCORPORATING FRP: CURRENT STATUS AND PROSPECTS
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摘要: 纤维增强复合材料(FRP)因其轻质、高强、耐腐蚀性等优点,已被广泛应用于既有结构的加固,而在新建结构中应用则较少。FRP是一种非金属材料,其破坏形式一般表现为线性断裂,它既不能像钢结构一样屈服耗能,也不能像钢材一样通过焊接、铆接或栓接连接,这在一定程度上限制了FRP在新结构中的应用。众所周知,梁柱节点的受力性能对保证结构体系整体受力性能非常关键,也是FRP在新结构应用中亟待解决的技术瓶颈。为此,本文系统地总结了近年来FRP新建建筑结构梁柱节点的最新研究进展,旨在为上述技术瓶颈寻找研究突破口。所述FRP新建建筑结构涉及了全FRP结构梁柱节点、FRP筋混凝土结构梁柱节点及FRP约束混凝土组合结构梁柱节点。分析了现有FRP新建建筑结构梁柱节点研究存在的不足,并对未来的研究需求进行了展望,为今后FRP新结构的研究与应用提供参考。Abstract: Fiber-reinforced polymer (FRP), a new composite material with advantages such as light weight, high strength, corrosion resistance, has been widely used in strengthening of existing structures but much less in new structures. As a non-metallic material, FRP is featured by its linear brittle nature and the lack of energy dissipation, as a result, new structure incorporating FRP cannot be easily connected to other structural members by welding or other measures (riveting, bolting) like in steel structures, which limits the application of FRP in new structures to a certain extent. It is well-known that the performance of beam-to-column joints is very critical to ensure the overall structural performance of a structural system, which is also the technical bottleneck to be solved in the application of FRP in new structures. To this end, this paper provided a state-of-the-art review of beam-to-column joints of FRP new building structures in recent years, in order to identify research needs for the technical difficulties. The FRP new building structures discussed herein included the beam-to-column joints of all-FRP structures, FRP bars reinforced concrete structures and composite structures based on FRP-confined concrete. The shortcomings of the existing research on beam-to-column joints of FRP composite structures were analyzed, and prospects were put forward, which could identify the research needs and provide possible solutions for the application of new structures incorporating FRP in the future.
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