Investigation of gradient properties for cement mortar interfacial transition zones and their effects on mechanical characteristics using micro-CT

被引:1
|
作者
Chung, Sang-Yeop [1 ]
Kim, Ji-Su [2 ]
机构
[1] Yonsei Univ, Dept Civil & Environm Engn, Seoul 03722, South Korea
[2] Univ Seoul, Dept Civil Engn, Seoul 02504, South Korea
来源
基金
新加坡国家研究基金会;
关键词
Interfacial transition zone (ITZ); Mortar; Micro-CT; Microstructural gradient; Solid characteristics; RAY COMPUTED-TOMOGRAPHY; REPRESENTATIVE VOLUME; AGGREGATE SIZE; CONCRETE; ITZ; PASTE; THICKNESS; FRACTURE; MICROSTRUCTURES; OVERESTIMATION;
D O I
10.1016/j.dibe.2024.100390
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The interfacial transition zone (ITZ) in cement-based composites with aggregates is widely recognized as the most vulnerable component, greatly affecting their physical and mechanical properties. In this study, the effect of the ITZ characteristics on the mechanical behavior of cement mortar using its actual microstructure was investigated with image-based numerical approaches in this study. The volumetric information of the ITZ of the mortar sample was obtained and characterized from high-resolution synchrotron micro-computed tomography (micro-CT) images. The mechanical properties of the mortar were evaluated using the finite element method, based on the components characteristics represented by grayscale information of the micro-CT images. It was found that the adhesion between the aggregates and binder was well replicated in the simulation with the multiple-phase model, based on the gradient characteristics and properties of the ITZ. Considering the ITZ thickness according to the aggregates size, a more realistic crack propagation trend can be observed. The obtained results confirmed the significant influence of the ITZ thickness and phase distribution characteristics on the mechanical properties of cement mortars, emphasizing the importance of considering ITZ phases for accurate material analysis.
引用
收藏
页数:11
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