首页> 外文会议>International conference on advances in building technology >EXPERIMENTAL INVESTIGATION ON AXIAL COMPRESSIVE BEHAVIOR OF FRP CONFINED CONCRETE COLUMNS
【24h】

EXPERIMENTAL INVESTIGATION ON AXIAL COMPRESSIVE BEHAVIOR OF FRP CONFINED CONCRETE COLUMNS

机译:FRP紧孔混凝土柱轴向压缩行为的实验研究

获取原文

摘要

In this paper axial compression test results of 29 Fiber Reinforced Polymer (FRP) confined concrete columns and 2 reference plain concrete columns are introduced. Most of column specimens were confined with Carbon Fiber Reinforced Polymer (CFRP) sheet and some of specimens were hybrid confined with both CFRP sheet and Glass Fiber Reinforced Polymer (GFRP) sheet. The influences of FRP sheet layer, section height to width ratio, initial compressive ratio and FRP type on the axial compressive behavior of FRP confined concrete columns are investigated. Based on the experimental results equations of complete stress-strain curve and the parameters of equations are proposed for CFRP sheet confined concrete.
机译:在本文的轴向压缩试验结果,介绍了29个纤维增强聚合物(FRP)限制混凝土柱和2个参考普通混凝土柱。大多数柱样品局限于碳纤维增强聚合物(CFRP)片,一些标本用CFRP板和玻璃纤维增​​强聚合物(GFRP)片局限于杂交。研究了FRP片层,截面高比,初始压缩比和FRP型对FRP紧孔混凝土柱的轴向压缩行为的影响。基于实验结果,基于完全应力 - 应变曲线的方程,以及方程式的参数,用于CFRP薄片混凝土。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号