摘要
本文根据冷轧扭钢筋与混凝土的粘结试验结果,获得它们的破坏模式、粘结特性以及主要影响因素,提出了一种新的粘结机理,为冷轧扭钢筋混凝土结构性能的分析提供了理论基础.
Based on the test result of bond between concrete and cold-rolled-twisted
bars, the failure model the properties of bond and the main influential factors
are presented in this paper. A new bond mechanism provides the basis for
analysing the behaviors of concrete structures reinforced with cold-rolled-twisted
bars.
关键词
冷轧扭钢筋
粘结
混凝土
Cold-polled-twisted, Bond test, Properties of bond
