| 钢筋混凝土约束梁贴CFRP抗剪加固理论分析 |
| |
| 引用本文： | 尚守平,王海东,刘兴彦,赵小浪.钢筋混凝土约束梁贴CFRP抗剪加固理论分析[J].四川建筑科学研究,2003,29(4):25-26,30. |
| |
| 作者姓名： | 尚守平 王海东 刘兴彦 赵小浪 |
| |
| 作者单位： | 1. 湖南大学土木工程学院,湖南,长沙,410082
2. 广州市市政工程公司,广东,广州,510000 |
| |
| 摘 要： | 以桁架—拱模型为基础，综合运用极限平衡原理和协调压力场理论，推导了用CFRP进行抗剪加固的钢筋混凝土约束梁的计算公式。
|
| 关 键 词： | 钢筋混凝土 约束梁 桁架一拱模型 抗剪加固 极限平衡 |
| 文章编号： | 1008-1933(2003)04-0025-02 |
The theoretical analysis of shear strengthing of restrained beams with external cfrp |
| |
| SHANG Shou-ping,WANG Hai-dong,LIU Xing-yan,ZHAO Xiao-lang.The theoretical analysis of shear strengthing of restrained beams with external cfrp[J].Building Science Research of Sichuan,2003,29(4):25-26,30. |
| |
| Authors: | SHANG Shou-ping WANG Hai-dong LIU Xing-yan ZHAO Xiao-lang |
| |
| Affiliation: | SHANG Shou-ping~1,WANG Hai-dong~1,LIU Xing-yan~1,ZHAO Xiao-lang~2 |
| |
| Abstract: | On the basis of truss-strut model and with the combination of the compatibility compression-field theory and ultimate balance principia,the formula of shear strengthing of restrained beams with external CFRP is derived. |
| |
| Keywords: | truss-strut model restrained beams shear strengthing |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
