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不同外形GFRP变形筋的粘结性能试验比较
COMPARISON AND EXPERIMENTAL STUDY OF BOND BEHAVIOR OF DEFORMED GFRP REBARS IN DIFFERENT SURFACE FORM
【摘要】 GFRP变形筋的外形是影响GFRP筋与混凝土粘结性能的重要因素。本文利用拔出试验研究8种不同外形的GFRP变形筋与混凝土之间的粘结性能,比较了不同外形的GFRP变形筋的粘结强度。试验结果表明,GFRP变形筋的粘结强度较高,最佳肋间距不应超过直径的2.5倍,肋高度应不小于直径的3%。
【Abstract】 The surface form of deformed GFRP rebars is the main factor affecting the bond behavior between GFRP rebars and concrete.This paper uses the pull-out test to study the bond behavior of deformed GFRP rebars with 8 different surfaces to concrete and compares the bond strength.This study shows that the bond strength of deformed GFRP rebars improves obviously,the optimal spacing of ribs should be less than 2.5 times of the rebar dia-meter and height of ribs should be more than 3% of the diameter.
【关键词】 GFRP变形筋;
一体化肋;
粘结性能;
拉拔试验;
【Key words】 deformed GFRP rebars; integral rib; bond behavior; pull-out test;
【Key words】 deformed GFRP rebars; integral rib; bond behavior; pull-out test;
【基金】 交通部西部交通建设科技项目(200431882021)
- 【文献出处】 玻璃钢/复合材料 ,Fiber Reinforced Plastics/Composites , 编辑部邮箱 ,2007年02期
- 【分类号】TU377.94
- 【被引频次】34
- 【下载频次】277