FRP与混凝土粘结强度试验研究

Q3 Engineering 建筑结构学报 Pub Date : 2003-01-01 DOI:10.14006/J.JZJGXB.2003.05.002
J. Yao, J. Teng
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引用次数: 5

摘要

通过简单剪切试验装置,研究了纤维增强塑料/聚合物复合材料(FRP)薄板与混凝土的粘结强度,重点研究了粘结长度、支撑高度、荷载偏移量和FRP-混凝土宽度比对FRP薄板与混凝土粘结强度的影响。将试验结果与Chen和T的粘结强度公式进行了比较。本研究得出以下结论:(1)存在FRP脱粘破坏和混凝土拉剪破坏两种破坏模式;(2)粘结长度、荷载偏移量和FRP-混凝土宽度比对粘结强度有显著影响,支撑高度也有一定影响;(3)在总粘结长度不小于有效粘结长度的情况下,陈腾的粘结强度公式与试验结果吻合较好。
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Experimental study on bond strength between FRP and concrete
The bond strength between fiber rein forced plastic /polymer composites(FRP)sheet and concrete was studied by experiment on a simple shear test s et-up with emphasis on the effects of the bond length,support height,loading offset and FRP-to-concrete width ra tio.The test results were compared w ith those obtained from the Chen and T eng's bond strength formulas.Following c onclusions are drawn from this study:(1)there are two kinds of failure modes,namely FRP debonding failure and con crete tension-shear failure;(2)the bond length,loading offset and FRP-to-concrete width ratio have significant effects on bond strength while the support height also has certain effect;(3)the results obtaind from Chen-Teng' s bond strength formula agree well wi th the test results,provided the total bond length is no less than the effective bond len gth.
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来源期刊
建筑结构学报
建筑结构学报 Engineering-Building and Construction
CiteScore
2.10
自引率
0.00%
发文量
6565
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