期刊文献+

内置复材管局部弱约束混凝土方柱受压性能研究

EXPERIMANTAL STUDY ON COMPRESSION PERFORMANCE OF CONCRETE-ENCASED FRP CONFINED CONCRETE SUB-COLUMNS / CORES COLUMNS WITH WEAK CONFINE
下载PDF
导出
摘要 基于约束混凝土提出一种由钢筋、混凝土及缠绕管组成的内置复合材料管局部约束混凝土组合柱(ConcreteEncased FRP Confined Concrete Sub-Columns/Cores Column,简称"CEFC"),本构件截面形式为外围的钢筋混凝土类方柱和内置于4角点的FRP管约束混凝土圆柱(Concrete-Filled FRP Tube,简称"CFFT")组合而成。通过试验研究及有限元数值模拟对钢筋混凝土柱及内置复合管局部弱约束混凝土方柱进行了轴偏压作用下力学行为的分析和比较。结果表明,弱约束CEFC典型破坏模式为局部破坏,内置CFFT可较好延缓构件整体破坏。CEFC在轴压和偏压作用下延性都有所提高,且在偏压作用下CEFC具有明显的二阶刚度,且承载力具有小幅度提高。 A novel column named concrete-encased FRP confined concrete sub-columns / cores column( CEFC)consisting of steel rebar,concrete and fiber-reinforced polymer( FRP) tube is presented. The sectional form of CEFC consists of the outer common reinforced columns( RC) and 4 inner Concrete-Filled FRP Tubes( CFFT),which located near 4 corners of square CEFC. The compression performance of RC and CEFC were studied and compared through experiment and Finite Element Method( FEM). The result indicates that the typical failure mode of CEFC with weak confine was local crushing and overall damage of CEFC was prevented by CFFT. What' s more,ductility of CEFC was improved. Moreover,second order stiffness and enhancement of strength were observed when CEFC was under eccentric compression.
出处 《玻璃钢/复合材料》 CAS CSCD 北大核心 2016年第9期17-25,共9页 Fiber Reinforced Plastics/Composites
基金 国家自然科学基金项目(51308287) 江苏省自然科学基金项目(BK20130936)
关键词 复材管 局部约束 组合柱 延性 破坏模式 FRP tube FRP confined concrete cores column composites columns ductility failure mode
  • 相关文献

参考文献18

  • 1Saafi, M., Toutanji, H. A., et al. Behavior of concrete columns con- fined with fiber reinforced polymer tubes[ J]. ACI Materials Journal, 1999, 96(4): 500-509.
  • 2Ozbakkaloglu T., Deric J. Oehlers. Concrete-Filled Square and Rec- tangular FRP Tubes under Axial Compression [ J ]. Joumal of Com- posites for Construction, 2008, 12: 469-477.
  • 3张素梅,刘界鹏,马乐,邢涛.圆钢管约束高强混凝土轴压短柱的试验研究与承载力分析[J].土木工程学报,2007,40(3):24-31. 被引量:47
  • 4周绪红,刘界鹏,张素梅.圆钢管约束钢筋混凝土短柱的轴压力学性能[J].工程力学,2009,26(11):53-59. 被引量:27
  • 5Teng J. G., Huang Y. L., Lam L.. Theoretical Model for Fiber-Rein- forced Polymer-Confined Concrete [ J ]. Journal of Composites for Construction, 2007, 11: 201-210.
  • 6Lam L., Teng J. G.. Design-oriented stress-strain model for FRP- confined concrete in rectangular columns [ J ]. Journal of reinforced plastics and composites, 2003, 22 ( 13 ) : 1149-1185.
  • 7陆新征,冯鹏,叶列平.FRP布约束混凝土方柱轴心受压性能的有限元分析[J].土木工程学报,2003,36(2):46-51. 被引量:82
  • 8滕景光,陈建飞,史密斯S.T..FRP加固混凝土结构[M].北京:中国建筑工业出版社,2005.
  • 9齐玉军,孙运楼,刘伟庆,等.一种内置17RP局部约束混凝土组合构件:CN201520684334.5[P].2015.
  • 10L. Lam, Teng J. G.. Design-Oriented Stress-Strain Model for FRP-Confined Concrete[ J]. Construction and Building Materials, 2003, 17:471-489.

二级参考文献35

共引文献146

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部