Laboratory Tests of Adhesion of Steel Bars to Ordinary and Frozen Concrete

World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium - WMCAUS

土木建筑工程

Jasiczak, Józef^1 ; Kulczewski, Piotr^1 ; Borowski, Pawel^1

Institute of Structural Engineering, Poznan University of Technology, Poznan

60-965, Poland^1

关键词: Boundary lines;    Chemical adhesion;    Chemical compositions;    Freeze-thaw cycles;    Interfacial transition zone;    Laboratory methods;    Laboratory test;    Transition zones;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/245/3/032043/pdf
DOI  :  10.1088/1757-899X/245/3/032043

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

The issue of adhesion of steel to concrete is one of decisive features characterising reinforced concrete. Adhesion constraints to concrete are simplistically presented with shear stress evenly distributed on the side surface of reinforcement. However, an exact value of this stress depends on many factors and its estimation is very complicated. There is a lot of laboratory methods aimed at testing adhesion of the reinforcement to concrete but they frequently give different results. Sometimes, they are even contrary. In this paper, the state of knowledge on the steel-concrete adhesion, mechanism of its loss, and factors influencing it were reviewed. Own tests were conducted with two methods, pull-out and push-on, aimed at reflecting the operation of reinforced concrete structure and specifying the chemical adhesion, as well as the friction force of the reinforcement to concrete. The impact of the freeze-thaw cycle on this process was also studied. The interfacial transition zone on the steel-concrete boundary was analysed as well. The structure of boundary layer around the reinforcement in concrete is very similar to the zone of aggregate separation from paste. In the Polish and foreign literature, the thickness of the transition zone is estimated as 50-100 μm but only 10-20 μm of this zone has variable mechanical properties. The microstructure of the boundary line depends on the kind of concrete and reinforcement, presence and kind of additions, conditions of curing, and many other factors. In order to describe this phenomenon more precisely, own tests of the steel-concrete interfacial transition zone involving analysis of SEM images and identification of chemical composition of this EDS area were conducted.