Jiang Zuqian, Zhang Liwen, Geng Tao, Lai Yushan, Zheng Weile, Huang Min
Department of Civil Engineering, Guangzhou University, Guangzhou 510006, China.
Materials (Basel). 2020 Jul 17;13(14):3194. doi: 10.3390/ma13143194.
Coir fiber (CF), an eco-friendly and renewable natural fiber, was introduced into magnesium phosphate cement (MPC) mortar to improve its crack resistance. A total of 21 specimens were employed to investigate the failure pattern, compressive strength, stress-strain curve, and energy absorption of MPC with varying CF lengths (0, 5, 10, 15, 20, 25, and 30 mm) after a curing period of 28 days through a static compressive test. The results demonstrated that compressive strength, elastic modulus, and secant modulus decreased with the increase in CF length. However, energy absorption presented a convex curve, which increased to the maximum value (77.0% relative to the value of the specimen without CF) with a CF length of 20 mm and then declined. A series of modern micro-tests were then carried out to analyze the microstructure and composition of specimens to explain the properties microscopically.
椰壳纤维(CF)是一种环保且可再生的天然纤维,被引入磷酸镁水泥(MPC)砂浆中以提高其抗裂性。通过静态压缩试验,共使用21个试件来研究在28天养护期后,不同CF长度(0、5、10、15、20、25和30毫米)的MPC的破坏模式、抗压强度、应力 - 应变曲线和能量吸收。结果表明,抗压强度、弹性模量和割线模量随CF长度的增加而降低。然而,能量吸收呈现出一条凸曲线,在CF长度为20毫米时增加到最大值(相对于无CF试件的值为77.0%),然后下降。随后进行了一系列现代微观测试,以分析试件的微观结构和组成,从而从微观角度解释其性能。