本文详细介绍了国内外关于FRP筋与混凝土粘结滑移本构关系模型的研究成果和现状,探讨了各模型的曲线特征,通过表面变形CFRP筋混凝土的拔出试验得到了较为理想的连续的粘结-滑移关系曲线,并将试验所得的曲线与国内外现有的几种模型曲线在各个阶段的吻合情况进行了对比分析.
参考文献
| [1] | Eligehausen R;Popov E P;Bertero V V .Local bond stress-slip relationships of deformed bars under generalized excitations[Rep No.83][R].Earthquake Engrg Ctr (EERC),Univ of California,Berkeley,Calif,1983. |
| [2] | Faoro M.Bearing and deformation behaviour of structural components with reinforcements comprising resin bounded glass fibre bars and conventional ribbed steel bars[A].,1992 |
| [3] | Alunno Rossett V;Galeota D;Giammatted M M.Local bond stress-slip relationships of glass fibre reinforced plastic bars embedded in concrete[J].MATERIALS AND STRUCTURES,1995(28):340-344. |
| [4] | Cosenza E;Manfredi G;Realfonzo R.Analytical modeling of bond between FRP reinforcing bars and concrete[A].,1995 |
| [5] | Cosenza E Manfredig;Realfonzo R.Behavior and modeling of bond of FRP rebars to concrete[J].JOURNAL OF COMPOSITES FOR CONSTRUCTION,1997(05):40-51. |
| [6] | Malvar J .Tensile and pond properties of GFRP reinforcing bars[J].ACI Materials Journal,1995,92(03):54-59. |
| [7] | 高丹盈,朱海堂,谢晶晶.纤维增强塑料筋混凝土粘结滑移本构模型[J].工业建筑,2003(07):41-43,82. |
| [8] | 高丹盈,谢晶晶,李趁趁.纤维聚合物筋混凝土粘结性能的基本问题[J].郑州大学学报(工学版),2002(01):1-5. |
| [9] | 朱浮声,张海霞.FRP筋与混凝土粘结滑移力学性能研究综述[J].混凝土,2006(02):12-15. |
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%