固化与试验温度对环氧树脂及表层嵌贴CFRP-混凝土界面粘结性能的影响

Effect of curing and ambient temperature on properties of epoxy resin and bond behavior of near-surface-mounted CFRP-concrete interface

  • 摘要: 表层嵌贴碳纤维增强复合材料(CFRP)加固混凝土结构中的环氧树脂粘结剂具有一定的温度敏感性,试验研究了不同固化温度和试验环境温度下环氧树脂力学性能及其在加固结构中的粘结性能,结果表明:(1) 固化温度的升高大幅缩短了环氧树脂固化时间,对其拉伸强度和剪切强度的影响较小,拉伸强度仅在固化温度超过80℃时小幅下降,降幅在10%以内;试验环境温度的升高会引起环氧树脂软化,导致其拉伸强度和剪切强度显著降低;固化温度更高的环氧树脂在60℃甚至更高试验环境温度下剪切性能更稳定;(2) 固化温度对表层嵌贴CFRP加固构件的界面粘结性能影响较小,但界面粘结性能随着试验环境温度的升高而显著下降,最大降幅约为58.89%,破坏模式也由混凝土内聚破坏转变为环氧树脂-混凝土界面破坏和CFRP-环氧树脂界面破坏;固化温度更高的试件在高试验环境温度下表现出更高的粘结强度。在试验基础上拟合了加固试件界面的粘结-滑移本构曲线,并建立了曲线特征参数与试验环境温度的关系。

     

    Abstract: Epoxy resin in near-surface-mounted (NSM) carbon fiber reinforced polymer (CFRP) reinforced concrete structure has a certain temperature sensitivity. The properties of epoxy resin and its bond behavior in the reinforced structure were experimentally studied at different curing temperatures and ambient temperatures. The results show that: (1) The curing time of epoxy resin is greatly shortened with the increase of curing temperature, and has little effect on its tensile strength and shear strength, the tensile strength only decreases slightly by about 10% when curing temperature exceeds 80℃. But the tensile strength and shear strength of epoxy resin decrease obviously with the increase of ambient temperature. Epoxy resins with higher curing temperatures have more stable shear properties at 60℃ or higher ambient temperatures; (2) The effect of curing temperature on the CFRP-concrete interface bond property of NSM CFRP reinforced components is small, but the interfacial bond behavior decreases with the increase of ambient temperature, and the maximum reduction is about 58.89%. The failure mode also changes from concrete cohesive failure to epoxy resin-concrete interface failure and CFRP-epoxy interface failure. The specimen with higher curing temperature shows higher bonding strength at high ambient temperature. In addition, the bond-slip curves of the specimen interface are fitted on the basis of the test, and the relationship between the characteristic parameters of the curve and the ambient temperature is established.

     

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