在定义FRP筋混凝土梁两种破坏模式的基础上,给出了界限配筋率及极限弯矩的计算公式,建立了FRP筋混凝土梁的正截面计算方法.
参考文献
| [1] | 高丹盈,李趁趁,朱海堂.纤维增强塑料筋的性能与发展[J].纤维复合材料,2002(04):37-40. |
| [2] | Nawy E G;Neuweah G E .Fiberglass Reinforced Concrete Slabs and Beams[J].Journal of the Structural Division Proceedings of the ASCE,1977,103:421-440. |
| [3] | Faza S S;GangaRan H V S .FiberReinfareed Plastic Reinfocement for Concrete Structures International Symposium[J].Nanni and Dolan,1993,138:333-345. |
| [4] | 张鹏 .FRP筋混凝土粱受力性能的试验研究及理论分析[D].南宁:广西大学,2006. |
| [5] | Hayer A Rasheed;Rim Nayal;Hani Melbem .Response prediction of concrete beams reinforced with FRP bars[J].Computers ＆ Structures,2003,10(16):87-117. |
| [6] | ACI 440.IR-01.ACI 440.IR-01.Guide for the design and construetion of concrete reinforced with FRP bars[S].ACI Committee 440,American Concrete Institute,Farmington Hills,MI,2001. |
| [7] | 混凝土结构设计规范[S].北京:中国建筑工业出版社,2003. |
| [8] | Masmoudi H;Benmokrane B;Chaallal O .Cracking behavior of concrete beams reinforced with fiber reinforced plastic rebars[J].Canadian Journal of Civil Engineering,1996,23:1172-1179. |
| [9] | BenmOkrane B;ChaaUal O;Masmoudi R .Flexural response of concrete beams reinforced with FRP reinforeeng bars[J].ACI STRUCTURAL JOURNAL,1996,93(01):46-55. |
| [10] | 薛伟辰,康清梁.纤维塑料筋混凝土梁受力性能的试验研究[J].工业建筑,1999(12):8-10. |
| [11] | 薛伟辰,钱卫.预应力FRP筋混凝土梁疲劳性能研究[J].玻璃钢/复合材料,2004(02):29-32. |
| [12] | 祁德庆,钱文军,薛伟辰.土木工程用FRP筋的耐久性研究进展[J].玻璃钢/复合材料,2006(02):47-50. |
| [13] | 郭恒宁.混凝土中FRP筋的粘结性能[J].纤维复合材料,2006(03):10-13. |
上一张
下一张
上一张
下一张
计量
- 下载量()
- 访问量()
文章评分
- 您的评分：
-
10%
-
20%
-
30%
-
40%
-
50%