Residual bond behavior between NSM CFRP and concrete at elevated temperatures

B. Fernandes,A.L. Moreno Junior,C.N. Costa

Construction and Building Materials（2020）

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摘要

•Bond behavior between NSM CFRP and concrete after exposure to elevated temperatures was investigated.•Beam pullout tests were used to evaluate bond properties.•Before reaching Tg, bond properties presented a slight increase, due to post-curing effects.•After Tg, bond properties significantly decreased.•Semi-empirical model was used to fit experimental values.

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关键词

NSM,FRP,Concrete,Bond,Elevated temperatures

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