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复材新结构梁柱节点:研究现状及展望

田时雨 任凤鸣 陈光明

田时雨, 任凤鸣, 陈光明. 复材新结构梁柱节点:研究现状及展望[J]. 工业建筑, 2021, 51(6): 186-197. doi: 10.13204/j.gyjzG20062905
引用本文: 田时雨, 任凤鸣, 陈光明. 复材新结构梁柱节点:研究现状及展望[J]. 工业建筑, 2021, 51(6): 186-197. doi: 10.13204/j.gyjzG20062905
TIAN Shiyu, REN Fengming, CHEN Guangming. BEAM-TO-COLUMN JOINT OF NEW STRUCTURES INCORPORATING FRP: CURRENT STATUS AND PROSPECTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 186-197. doi: 10.13204/j.gyjzG20062905
Citation: TIAN Shiyu, REN Fengming, CHEN Guangming. BEAM-TO-COLUMN JOINT OF NEW STRUCTURES INCORPORATING FRP: CURRENT STATUS AND PROSPECTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 186-197. doi: 10.13204/j.gyjzG20062905

复材新结构梁柱节点:研究现状及展望

doi: 10.13204/j.gyjzG20062905
基金项目: 

广州市教育局高校"羊城学者"科研项目:FRP约束钢骨再生混凝土构件设计方法的关键问题研究(202032849)。

详细信息
    作者简介:

    田时雨,男,1992年出生,博士研究生。

    通讯作者:

    陈光明,guangmingchen@scut.edu.cn。

BEAM-TO-COLUMN JOINT OF NEW STRUCTURES INCORPORATING FRP: CURRENT STATUS AND PROSPECTS

  • 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。
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