混杂纤维布约束混凝土柱力学性能的研究

郭永昌; 徐顺德; 李丽娟; 仇永森

doi:10.13204/j.gyjz201306005

混杂纤维布约束混凝土柱力学性能的研究

doi: 10.13204/j.gyjz201306005

1.
广东工业大学土木与交通工程学院,广州510006

基金项目:

广东省交通运输厅资助项目(2012-04-013)

详细信息

作者简介:
第一作者：郭永昌, 男, 1974年出生, 博士, 副教授。电子信箱：guoyc@gdut.edu.cn

中图分类号: TU375.1
计量
- 文章访问数: 135
- HTML全文浏览量: 10
- PDF下载量: 58
- 被引次数: 6
出版历程
- 收稿日期: 2013-01-30
- 刊出日期: 2013-06-20

MECHANICAL BEHAVIOR OF HYBRID FIBER CONFINED CONCRETE COLUMNS

1.
School of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou 510006,China

摘要

摘要: 通过对碳纤维布、玄武岩纤维布和玻璃纤维布混杂约束混凝土圆柱的轴心受压试验，测得了混杂纤维布约束混凝土的轴心抗压强度、峰值应变、应力-应变关系，分析纤维布混杂方式对混凝土约束效果的影响。建立新的混杂纤维约束混凝土柱强度模型和应力-应变全过程整体模型，通过与试验结果比较，发现新的模型计算准确，与Teng等的模型相比，不需要分段拟合，计算简单，且同样适用于单一纤维约束情况。
- 混杂纤维布 /
- 混凝土圆柱 /
- 轴心受压 /
- 力学性能 /
- 应力-应变关系模型
Abstract: The bearing capacity, peak strain, stress-strain relation of circular concrete columns confined by CFRP, BFRP, GFRP and hybrid FRP were analyzed under axial compressive load.The confinement effects of hybrid FRP on concrete columns were analyzed.A strength simulation model and a stress-strain whole process simulation model of hybrid FRP confined concrete columns were presented.The new stress-strain whole process simulation model has good simulation accuracy and does not need piecewise fitting compared with single FRP model provided by Teng et al.The new simulation model is also suitable for single FRP confinement cases.
- hybrid fiber sheet /
- concrete column /
- axial compressive /
- mechanical behavior /
- stress-strain relation model

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参考文献(16)

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