| FRP筋预应力混凝土梁计算方法探讨 |
| |
| 引用本文： | 李丽平,胡欣.FRP筋预应力混凝土梁计算方法探讨[J].路基工程,2010,0(4):121-122. |
| |
| 作者姓名： | 李丽平 胡欣 |
| |
| 作者单位： | 1.中国地质大学武汉工程学院,武汉430074 |
| |
| 摘 要： | 文中基于等效荷载法和FRP筋与混凝土协作关系的分析法对FRP预应力筋混凝土梁进行分析，并与试验值进行比较，探讨FRP筋预应力混凝土构件的计算方法，为设计计算提出建议。
|
| 关 键 词： | FRP筋 等效荷载 主从关系 |
| 收稿时间： | 2019-11-06 |
Discussion on Calculation Method of FRP Reinforced Pre-stressed Concrete Beam |
| |
| Authors: | LI Li-ping HU Xin |
| |
| Affiliation: | 1.School of Engineering,China University of Geosciences(Wuhan),Wuhan 430074,China;2.Wuhan Technical College of Communications,Wuhan 430065,China) |
| |
| Abstract: | This paper analyzes FRP reinforced prestressed concrete beam based on equivalent load and cooperative relationship between FRP reinforcement and concrete,and discusses the calculation method of FRP reinforced prestressed concrete components through compared to test value,which provides suggestions for design calculation. |
| |
| Keywords: | FRP reinforcement equivalent load relationship between the principal and the subordinate |
| 本文献已被 维普 万方数据 等数据库收录！ |
| 点击此处可从《路基工程》浏览原始摘要信息 |
|
点击此处可从《路基工程》下载全文 |
|
