受剪状态下玄武岩纤维增强复合材料L型与U型箍筋抗拉强度的试验对比

叶泳; 江世永; 飞渭; 董宇; 何让鹏

doi:10.13204/j.gyjz201302022

受剪状态下玄武岩纤维增强复合材料L型与U型箍筋抗拉强度的试验对比

doi: 10.13204/j.gyjz201302022

1.
1. 后勤工程学院军事建筑工程系,重庆401311;
2.
2. 总后勤部设计院武汉分院,武汉430012

基金项目:

重庆市科技攻关重点项目(CSTC2011AB0043)

详细信息

作者简介:
叶泳,男,1987年出生. 电子信箱:yeyong0914@163.com

中图分类号: TU599
计量
- 文章访问数: 94
- HTML全文浏览量: 9
- PDF下载量: 70
- 被引次数: 0
出版历程
- 收稿日期: 2011-08-30
- 刊出日期: 2013-02-20

COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE

1.
1. Dept.of Military Architecture Engineering,Logistical Engineering University,Chongqing 401311,China;
2.
2. Wuhan Branch,Building Design Institute of General Logistics Department,Wuhan 430012,China

摘要

摘要: 对构件在受剪状态下两种不同的玄武岩纤维增强复合材料(BFRP)箍筋抗拉试验方法进行描述,模拟BFRP箍筋在构件中的受力状态,一种为L型BFRP箍筋抗拉试验方案;另一种为U型BFRP箍筋抗拉试件。通过试验对比了两种构件在抗剪下箍筋的抗拉力学性能,分析两种箍筋试验方案的性能差异,提出C30混凝土构件受剪条件下的BFRP筋抗拉强度建议公式。
- BFRP箍筋 /
- 混凝土梁 /
- 抗拉强度 /
- 试验 /
- 公式推导
Abstract: Two different BFRP stirrups tensile test methods were described when the members were in the shear state,which could imitate the real stress of such stirrups.One was for L-type BFRP stirrup test,the other was for U-shaped BFRP stirrup tensile test.It was compared the tensile mechanical properties of the stirrups in two components under shear state,and was also analyzed the difference of the two methods.Furthermore,a recommended formula of basalt fiber reinforcement plastics tensile strength when C30 concrete structures under shear conditions was proposed.
- BFRP stirrups /
- concrete beams /
- tensile strength /
- experiment /
- formula derivation

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参考文献(11)

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