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在内嵌筋材加固混凝土试件中,良好的粘结质量是保证加固效果的关键.通过对13根内嵌碳纤维复合材料(CFRP)筋的拔出试验,研究了内嵌加固的粘结剪应力、破坏模式、试验现象,分析了混凝土强度、开槽尺寸对粘结性能的影响.结果表明,粘结试件达到破坏荷载时,剪应力的最大值出现在距加载端100 ~ 200mm的范围内;当发生结构胶与混凝土界面破坏时,随着混凝土强度的增加,粘结强度增大;开槽尺寸对破坏模式的影响较大.研究结果为实际工程应用提供依据,具有一定的参考价值.

参考文献

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