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硫酸钙晶须增强水泥基复合材料的力学性能与微观结构

Mechanical Properties and Microstructure of Calcium Sulfate Whisker-Reinforced Cement-Based Composites.

作者信息

Cao Kai, Liu Ganggui, Li Hui, Huang Zhiyi

机构信息

College of Civil Engineering and Architecture, Zhejiang University, 866 Yuhangtang Road, An-zhong Bldg., Hangzhou 310058, China.

出版信息

Materials (Basel). 2022 Jan 26;15(3):947. doi: 10.3390/ma15030947.

Abstract

This study aims to investigate the effect of calcium sulfate whisker (CSW) on the properties and microstructure of cement-based composites. Further, nanosilica (NS) was used as a comparison. The results show that the compressive strength and fracture toughness of cement-based composites increased by 10.3% and 10.2%, respectively, with 2% CSW. The flexural strength, splitting tensile strength, and fracture energy increased by 79.7, 34.8 and 28.7%, respectively, with 1% CSW. With the addition of CSW, shrinkage deformation was aggravated, and the capillary water absorption coefficients were clearly reduced. Compared with NS, CSW-reinforced cement-based composites show better tensile, flexural, and fracture properties and smaller shrinkage deformations and capillary water absorption coefficients. The residual mechanical properties of all groups improve when the treating temperature is lower than 400 °C and decline rapidly when the temperature goes over 600 °C. When treated at 900 °C, the residual mechanical properties are 40% less than those at ambient temperature, with the NS group showing the best performance, followed by the control group and the CSW group. X-ray diffraction (XRD) and scanning electron microscopy (SEM) tests show that the addition of CSW improves the microstructure of the matrix. CSW can reinforce and toughen composites by generating ettringite and whisker pullout, whisker breakage, crack bridging, and crack deflection at the microstructure level.

摘要

本研究旨在探究硫酸钙晶须(CSW)对水泥基复合材料性能和微观结构的影响。此外,使用纳米二氧化硅(NS)作为对比。结果表明,添加2%的CSW时,水泥基复合材料的抗压强度和断裂韧性分别提高了10.3%和10.2%。添加1%的CSW时,抗折强度、劈裂抗拉强度和断裂能分别提高了79.7%、34.8%和28.7%。随着CSW的添加,收缩变形加剧,毛细吸水系数明显降低。与NS相比,CSW增强的水泥基复合材料表现出更好的拉伸、弯曲和断裂性能,收缩变形和毛细吸水系数更小。当处理温度低于400℃时,所有组的残余力学性能均有所提高,而当温度超过600℃时,残余力学性能迅速下降。在900℃处理时,残余力学性能比室温下降低40%,其中NS组性能最佳,其次是对照组和CSW组。X射线衍射(XRD)和扫描电子显微镜(SEM)测试表明,CSW的添加改善了基体的微观结构。CSW可通过生成钙矾石以及在微观结构层面上的晶须拔出、晶须断裂、裂纹桥接和裂纹偏转来增强和增韧复合材料。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e6c2/8840517/98b877ff461c/materials-15-00947-g001a.jpg

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