Affiliation:
1. Faculty of Civil Engineering and Architecture, Zhejiang University of Technology PR China
2. Division of Civil Engineering, University of Dundee Dundee, UK
Abstract
Interfacial transition zones (ITZ) in concrete constitute the weakest link in the concrete matrix and significantly affect the properties of concrete. To evaluate quantitatively the effect of ITZ on the physical and mechanical behaviour of concrete, it is imperative to characterise the microstructure of ITZ. The intention of this paper is to investigate the characteristics of ITZ microstructure in a statistical manner. In this paper, an algorithm is developed to simulate the distribution of cement particles between aggregates in concrete. After verifying the developed algorithm with experimental data, models for the thickness of ITZ and the cement area density between aggregates are developed as a function of the water-to-cement ratio, maximum cement diameter and the distance from the aggregate surface. It is found that the thickness of ITZ is in a range of 9 to 51 μm for normal concrete. A merit of the developed models is that they are closely related to design parameters of concrete used by practitioners. It is concluded that the thickness of ITZ and cement content profiles around aggregates can effectively explicate the characteristics of ITZ microstructure.
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Cited by
77 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献