首页> 外文会议>International Conference on Advances in Building Technology Vol.1, Dec 4-6, 2002, Hong Kong, China >EXPERIMENTAL INVESTIGATION ON AXIAL COMPRESSIVE BEHAVIOR OF FRP CONFINED CONCRETE COLUMNS
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EXPERIMENTAL INVESTIGATION ON AXIAL COMPRESSIVE BEHAVIOR OF FRP CONFINED CONCRETE COLUMNS

机译:FRP约束混凝土柱轴向受压性能的试验研究

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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:本文介绍了29根纤维增强聚合物(FRP)约束混凝土柱和2根参考普通混凝土柱的轴向压缩试验结果。大部分的柱状样品都被限制在碳纤维增强聚合物(CFRP)板中,而一些标本则被混合地限制在CFRP和玻璃纤维增​​强聚合物(GFRP)板中。研究了FRP板层,截面高宽比,初始压缩比和FRP类型对FRP约束混凝土柱轴向压缩性能的影响。根据实验结果,提出了CFRP薄板混凝土的完整应力-应变曲线方程和方程参数。

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