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Volume 54 Issue 6
Jun.  2024
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Article Contents
XIE Qiang, SHAO Yongjian, ZHU Kaiji. Experimental Research on Seismic Performance of CFRP Reinforced Recycled Aggregate Concrete Composite Torsional Columns[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 118-129. doi: 10.3724/j.gyjzG23042605
Citation: XIE Qiang, SHAO Yongjian, ZHU Kaiji. Experimental Research on Seismic Performance of CFRP Reinforced Recycled Aggregate Concrete Composite Torsional Columns[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 118-129. doi: 10.3724/j.gyjzG23042605

Experimental Research on Seismic Performance of CFRP Reinforced Recycled Aggregate Concrete Composite Torsional Columns

doi: 10.3724/j.gyjzG23042605
  • Received Date: 2023-04-26
    Available Online: 2024-06-24
  • In order to study the seismic performance of CFRP reinforced recycled aggregate concrete composite torsional columns, two specimens reinforced by CFRP and one specimen not reinforced by CFRP were designed and carried out pseudo-static tests under composite torsional conditions, and the strain, crack development law and failure mode were analyzed. The results showed that two CFRP reinforced specimens had undegone torsional failure, and one unreinforced specimen had undergone bending and torsional failure.CFRP reinforced column specimens had better seismic performance, the peak torque and ductility coefficient increased by 44.68% and 71.41%, respectively, and the strength attenuation, stiffness degradation, energy dissipation and cumulative damage were significantly improved.The ratio of longitudinal reinforcement has little effect on the seismic performance of the specimen, the peak torque is increased by 5.45%, and the stiffness degradation and cumulative damage were improved.
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  • [1]
    卢亦焱,史健勇,赵国藩.碳纤维布和角钢复合加固轴心受压混凝土柱的试验研究[J].建筑结构学报,2003(5):18-23.
    [2]
    王震宇,马财龙,乔鑫,等.CFRP加固RC梁-板-柱框架中节点抗震性能试验研究[J].建筑结构学报,2016,37(5):226-232.
    [3]
    徐玉野,王振,林碧兰.CFRP加固锈蚀钢筋混凝土短柱的抗震性能[J].土木与环境工程学报(中英文),2019,41(3):67-76.
    [4]
    宋文,冯鹏,黄福胜,等.纤维增强复合材料增强和修复加固大尺寸钢筋混凝土柱抗震性能研究[J].工业建筑,2019,49(9):130-138.
    [5]
    DIRIKGIL T. Corrigendum to experimental investigation of the contributions of CFRP and externally collar strengthening to the seismic performance of RC columns with different cross-sections[J]. Structures, 2020, 24(4):266-281.
    [6]
    MURAD Y, AL-BODOUR W. Seismic retrofitting of severely damaged RC connections made with recycled concrete using CFRP sheets[J]. Frontiers of Structural and Civil Engineering, 2020,14:554-568.
    [7]
    ELCI H. Seismic strengthening of improperly repaired reinforced concrete columns using CFRP confinement[J]. Structures, 2020, 28(12):266-275.
    [8]
    肖建庄,马旭伟,刘琼,等.全再生混凝土概念的衍化与研究进展[J].建筑科学与工程学报,2021,38(2):1-15.
    [9]
    尹海鹏,曹万林,张亚齐,等.不同再生骨料取代率再生混凝土柱抗震试验研究[J].世界地震工程,2010,26(1):57-63.
    [10]
    白国良,刘超,赵洪金,等.再生混凝土框架柱抗震性能试验研究[J].地震工程与工程振动,2011,31(1):61-66.
    [11]
    邵永健.混凝土结构设计原理[M].北京:北京大学出版社,2010.
    [12]
    邵永健,曹晓罗,孙宝强.一种构件复合受扭实验装置及方法:ZL201310027848.9[P].2014-10-15.
    [13]
    刘祖强.型钢混凝土异形柱框架抗震性能及设计方法研究[D].西安:西安建筑科技大学,2012.
    [14]
    杨游,杨永强,公茂盛,等.建筑结构损伤模型研究综述[C]//第28届全国结构工程学术会议论文集(第Ⅱ册). 南昌:2019:447-455.
    [15]
    刁波,李淑春,叶英华.反复荷载作用下混凝土异形柱结构累积损伤分析及试验研究[J].建筑结构学报,2008,29(1):57-63.
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