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预应力纤维布约束混凝土圆柱轴压性能分析

周长东 白晓彬 吕西林

结构工程师2013,Vol.29Issue(1):149-156,8.
结构工程师2013,Vol.29Issue(1):149-156,8.

预应力纤维布约束混凝土圆柱轴压性能分析

Performances of Circular Concrete Columns Confined with Lateral Pre-tensioned FRP under Axial Loads

周长东 1白晓彬 2吕西林1

作者信息

  • 1. 北京交通大学土木建筑工程学院,北京100044
  • 2. 同济大学土木工程防灾国家重点实验室,上海200092
  • 折叠

摘要

Abstract

The active confinement to the core concrete can be provided by lateral pre-tensioned FRP; and therefore strength and ductility of circular concrete columns confined with lateral pre-tensioned FRP can be enhanced. To investigate the axial compressive performance of circular concrete columns confined with lateral pre-stressed FRP, 18 specimens were tested under axial compression. Along with the experiments, a finite element method was proposed to simulate the mechanical behavior of circular concrete columns confined with lateral pre-stressed FRP by using ABAQUS. Modeling process of the ABAQUS was described. Confinement effects of lateral pre-stress were studied by comparing the ultimate strength, ultimate strain and the stress-strain curves of the specimens obtained from the testing and numerical simulation, which have good agreement. Reasons for the difference were further analyzed.

关键词

混凝土圆柱/环向预应力FRP/主动约束/轴心受压/有限元分析

Key words

circular concrete column, pre-stressed FRP, active confinement, axial compression, finite element

引用本文复制引用

周长东,白晓彬,吕西林..预应力纤维布约束混凝土圆柱轴压性能分析[J].结构工程师,2013,29(1):149-156,8.

基金项目

国家自然科学基金项目(50978021) (50978021)

同济大学土木工程防灾国家重点实验室开放基金项目(SLDRCE08-MB-01) (SLDRCE08-MB-01)

结构工程师

OA北大核心CSTPCD

1005-0159

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