EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE
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摘要: 通过对27个拉拔试件和16个梁式试件的试验,探讨AFRP筋与混凝土的粘结滑移关系、粘结强度,并且综合分析其他文献的结果,提出简化的局部粘结滑移本构关系和拔出破坏模式下锚固长度的计算公式。Abstract: Based on tests of 27 pull-out specimens and 16 beam specimens,the bond-slip relation and bond strength between AFRP bars and concrete are discussed.And according to other references of the experimental result,the simplification of local bond-slip constitutive relation and a calculation formula of anchorage length of AFRP bars with pullout failure are obtained.
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Key words:
- AFRP bars /
- concrete /
- bond strength /
- anchorage length
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American Concrete Institute-Committee 440(2003).Guide for the Design and Construction of Concrete Reinforced with FRP Rehars.AC1440.1 R-03,ACI,Farmington Hills,MI,USA [2] Mieelli F,Nanni A.Mechanical Properties and Durability of FRP Rods,Report No.OO-22CIES,University of Missouri Rolla,2003 [3] Pecee M,Manfredi G,Realfonzo R,et al.Experimental and Analytical Evaluation of Bond Properties.Journal of Materials in Civil Engineering,2001,13(4):282-290 [4] Achillides Z,pilakoutas K.Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions.J.Compos.for Constr.,ASCE,2004,8(2):173-181 [5] Coecnza E,Manfredi G,Realfonzo R.Behavior and Modelingof Bond of FRP Rehars to Concrete,J.Compos.for Constr.,ASCE,1997,1(2):40-51 [6] 高丹盈.谢晶晶,李趁趁.纤维聚合物筋混凝土牯结性能的基本问题.郑州大学学报(工学版),2002,23(1):1-5 [7] GB 50010-2002 混凝土结构设计规范
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