复材纤维筋混凝土梁抗弯力学性能研究

谷圣杰; 范兴朗; 荣华; 袁伟斌

doi:10.13204/j.gyjz202004026

复材纤维筋混凝土梁抗弯力学性能研究

doi: 10.13204/j.gyjz202004026

1. 浙江工业大学, 杭州 310014;
2. 中冶建筑研究总院有限公司, 北京 100088

基金项目:

国家自然科学基金青年项目（51608481，51708495）。

详细信息

作者简介:
谷圣杰,男,1992年出生,硕士研究生。

通讯作者:
范兴朗,xlfan1983@126.com。

计量
- 文章访问数: 58
- HTML全文浏览量: 5
- PDF下载量: 5
- 被引次数: 0
出版历程
- 收稿日期: 2019-10-22

RESEARCH ON FLEXURAL PERFORMANCE OF FRP REINFORCED CONCRETE BEAMS

1. Zhejiang University of Technology, Hangzhou 310014, China;
2. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China

摘要

摘要: 考虑复材纤维（FRP）筋与混凝土之间的拉伸刚化现象，建立了FRP筋混凝土梁的条带法分析程序，对FRP筋混凝土梁的弯曲过程进行数值模拟分析。基于数值结果提出了弯矩-曲率三线性简化模型，该模型可以较好地模拟FRP筋混凝土梁的抗弯性能。在试验验证的基础上，探讨了配筋率及混凝土强度等因素对FRP筋混凝土梁弯曲性能的影响。
- FRP筋混凝土梁 /
- 弯矩-曲率曲线 /
- 拉伸刚化 /
- 有限条带法
Abstract: With the consideration of tension stiffness between FRP bars and concrete, a finite strip analysis procedure for FRP bar concrete beams was established and the bending behavior of FRP bar concrete beam was simulated. Based on the numerical results, a simplified trilinear model for moment-curvature of FRP bar concrete beam was proposed and verified. After verification of the calculated results with experimental results, a parametric analysis was conducted.
- FRP reinforced concrete beams /
- moment-curvature curve /
- tension-stiffening /
- finite strip method

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参考文献(13)

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