| 玄武岩纤维布加固钢筋混凝土梁受弯受剪承载力计算分析 |
| |
| 引用本文： | 欧阳煜,王鹏,张云超.玄武岩纤维布加固钢筋混凝土梁受弯受剪承载力计算分析[J].工业建筑,2007,37(6):24-27. |
| |
| 作者姓名： | 欧阳煜 王鹏 张云超 |
| |
| 作者单位： | 上海大学,土木系,上海,200072 |
| |
| 摘 要： | 基于现行混凝土结构加固设计规范关于粘贴纤维增强复合材料加固法的计算理论,分别对玄武岩纤维布和碳纤维布加固钢筋混凝土梁的正截面受弯承载力、斜截面受剪承载力进行计算分析,以探讨玄武岩纤维布对钢筋混凝土梁的加固效果。计算结果表明,设计人员可以方便地按现行加固设计规范对玄武岩纤维受弯、受剪加固进行计算。
|
| 关 键 词： | 玄武岩纤维布 钢筋混凝土梁 加固 受弯承载力 受剪承载力 |
| 修稿时间： | 2007-02-10 |
CALCULATION AND ANALYSIS OF FLEXURAL AND SHEAR CAPACITY OF RC BEAMS STRENGTHENED WITH BFRP SHEETS |
| |
| Ouyang Yu,Wang Peng,Zhang Yunchao.CALCULATION AND ANALYSIS OF FLEXURAL AND SHEAR CAPACITY OF RC BEAMS STRENGTHENED WITH BFRP SHEETS[J].Industrial Construction,2007,37(6):24-27. |
| |
| Authors: | Ouyang Yu Wang Peng Zhang Yunchao |
| |
| Affiliation: | Department 0f Civil Engineering,Shanghai University Shanghai 200072 |
| |
| Abstract: | Based on the design code for strengthening concrete structure, using the theory of calculating the flexural capacity and the shear capacity of RC beams with rectangular section strengthened by FRP, it is calculated and analysed the flexural capacity and the shear capacity of RC beams strengthened by BFRP sheets or CFRP sheets. The calculation process indicate that it is easy to calculate the flexural capacity and the shear capacity of RC beams strengthened by BFRP based on the design code for strengthening concrete structure. |
| |
| Keywords: | BFRP sheets RC beams strengthening flexural capacity shear capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
