| FRP加固混凝土梁弯曲破坏的极限承载力设计 |
| |
| 引用本文： | 赵立景,王慧. FRP加固混凝土梁弯曲破坏的极限承载力设计[J]. 安徽建筑工业学院学报, 2007, 15(2): 12-15. DOI: 10.3969/j.issn.1006-4540.2007.02.004 |
| |
| 作者姓名： | 赵立景 王慧 |
| |
| 作者单位： | 合肥工业大学土木建筑工程学院,合肥,230009 |
| |
| 摘 要： | 用FRP进行加固后,构件的受力特点和破坏模式与普通钢筋混凝土构件的破坏形态有所不同.本文主要分析FRP加固的混凝土梁的受力特点和破坏模式,然后探讨了FRP筋混凝土梁正截面极限抗弯承载力的计算方法,建立与之相应的计算公式,结论可供工程应用参考.
|
| 关 键 词： | 混凝土梁 FRP 加固 极限承载力 |
| 文章编号： | 24448058 |
| 修稿时间： | 2006-09-29 |
Design and calculation of front sectional bearing capacity of the RC beams in bending reinforced with FRP |
| |
| ZHAO Li-jing,WANG Hui. Design and calculation of front sectional bearing capacity of the RC beams in bending reinforced with FRP[J]. Journal of Anhui Institute of Architecture(Natural Science), 2007, 15(2): 12-15. DOI: 10.3969/j.issn.1006-4540.2007.02.004 |
| |
| Authors: | ZHAO Li-jing WANG Hui |
| |
| Affiliation: | School of Civil Engineering, Hefei University of Technology, Hefei 230009, China |
| |
| Abstract: | After strengthening with FRP,loading capacity and failure model are not the same to normal RC members.The paper mainly studies the loading capacity and failure model of RC beams.Then according to the conclusions, the calculation methods of ultimate flexural capacity are discussed and the formulas are established,which can be referred to engineering application. |
| |
| Keywords: | FRP |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
