FRP筋以其耐腐蚀、抗拉强度高、松弛小等特点,在暴露及恶劣条件下的预应力结构中有非常广阔的前景.目前国内外对预应力FRP筋混凝土结构的静力性能已有较多研究,而对于预应力FRP筋混凝土结构的疲劳性能研究,在国外刚刚起步,在国内则是空白.本文在系统地查阅国外最新研究资料的基础上,对FRP筋的疲劳性能、预应力FRP筋混凝土梁的疲劳性能进行了研究与总结,并对今后的发展趋势作了展望.
参考文献
| [1] | 薛伟辰.现代预应力设计[M].北京:中国建筑工业出版社,2003 |
| [2] | 薛伟辰 .混凝土结构中新型配筋FRP的试验研究[R].河海大学博士后研究工作报告,1997. |
| [3] | 薛讳辰,康清梁.综述纤维塑料筋在混凝土结构中的应用[J].工业建筑,1999(02):19. |
| [4] | Amir Z Fam;Sami H Rizkalla;G Tadros.Behavior of CFRP for prestressing and shear reinforcements of concrete highway bridges[J].ACI Structural Journal,1997:77-86. |
| [5] | J. G. M. Kerstens;W. Bennenk;J. W. Camp .Prestressing with Carbon Composite Rods: A Numerical Method for Developing Reusable Prestressing Systems[J].ACI structural journal,1998(1):43-50. |
| [6] | Sang Yeol Park;Antoine E Naaman.Shear behavior of concrete beams prestrssed with FRP tendons[J].PCI Journal,1999:74-85. |
| [7] | Zhang B R;Benmokrane B;Chennouf A .Prediction of tensile capacity of bond anchorages for FRP tendons[J].Journal of Composites for Construction-ASCE,2000,4(02):39-47. |
| [8] | Nabil F Grance.Response of CFRP prestressed concrete bridges under static and repeated loadings[J].PCI Journal,2000:84-102. |
| [9] | Kumar SV.;GangaRao HVS. .Fatigue response of concrete decks reinforced with FRP rebars[J].Journal of Structural Engineering,1998(1):11-16. |
| [10] | Nabil F. Grace;George Abdel-Sayed .Behavior of Carbon Fiber-Reinforced Prestressed Concrete Skew Bridges[J].ACI structural journal,2000(1):26-34. |
| [11] | Hamid Saadatmanesh;Fares E Tannous .Relaxationcreepand fatigue behavior of carbon fiber reinforced plastic tendon[J].ACI Materials Journal,1999,96(02):143-153. |
| [12] | Hamid Saadatmanesh;Fares E Tannous .Long term behavior of aramid fiber reinforced plastic(AFRP/CFRP)tendons[J].ACI Materials Journal,1999,96(01):297-305. |
| [13] | 李秀芬.变形钢筋疲劳性能研究[J].工程力学,1997(z1):349-356. |
| [14] | 过镇海.钢筋混凝土原理[M].北京:清华大学出版社,1999 |
| [15] | 沈在康.允许出现裂缝的部分预应力混凝土梁的疲劳性能[A].北京:中国建筑工业出版社,1981:184-234. |
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%