Effect of silicate-modified calcium oxide-based expansive agent on engineering properties and self-healing of ultra-high-strength concrete

材料科学 抗压强度 复合材料 收缩率 水合硅酸钙 硅酸钙 扫描电子显微镜 傅里叶变换红外光谱 水泥 固化(化学) 复合数 化学工程 工程类
作者
Yi-Sheng Wang,Han‐Seung Lee,Run-Sheng Lin,Xiao-Yong Wang
出处
期刊:Journal of building engineering [Elsevier BV]
卷期号:50: 104230-104230 被引量:45
标识
DOI:10.1016/j.jobe.2022.104230
摘要

At an early age, ultra-high-strength concrete (UHSC) exhibits a large autogenous shrinkage , which easily leads to matrix shrinkage and cracking. This poses a significant threat to the service life of a building structure. In this study, the effects of silicate-modified calcium oxide-based expansive agents (SCEAs) on the engineering performance and self-healing of UHSC were systematically investigated. SCEA was used as a self-healing promoter for early cracked UHSC, and the compressive strength , ultrasonic pulse velocity , and surface resistivity were determined. Moreover, the water permeability of the cracked samples and the healing degree of the surface cracks were tested. Fourier transform infrared spectroscopy (FTIR), scanning electron microscopy, and other microscopic analyses were used to characterize the chemical composition of the healing compounds. The experimental results showed that the compressive strength, ultrasonic pulse velocity, and surface resistivity of UHSC showed decreasing trends with an increase in SCEA doping. Furthermore, inductively coupled plasma optical emission spectroscopy tests showed that the addition of SCEA increased the amount of calcium ion penetration into the UHSC during the healing process. The UHSC doped with SCEA showed more visible crack width healing than the control group, and the reductions in permeability were especially obvious. The results of X-ray diffraction, FTIR, and other microscopic analyses indicated that the main composition of the UHSC healing compounds was a mixture of calcium (aluminate) silicate hydrate, calcium hydroxide, and calcite. • Silicate-modified calcium oxide-based expansive agent (SCEA) can improve the healing efficiency of cracked UHPC. • SCEA has significantly improved the permeability resistance of UHPC in the early healing age. • Engineering performance of UHPC doped with SCEA was tested in detail. • Mechanisms by which SCEA affects self-healing of UHPC were explored.
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