水泥基纤维增强复合材料的冲击试验

N. Banthia, K. Chokri, J. Trottier
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引用次数: 13

摘要

本文介绍了两台简单冲击机的构造——一台容量为100焦耳的小型冲击机和另一台容量为1000焦耳的大型冲击机——用于在单轴拉伸模型中对纤维增强砂浆和混凝土进行冲击试验。在测试过程中,测量施加的载荷、加速度和速度,以便通过适当的分析方案,分析原始数据以获得冲击载荷下材料的基本特性。碳钢、钢和聚丙烯微纤维增强砂浆和钢纤维增强混凝土的测试表明,该技术是一种简单合理的方法,可以获得有意义的材料性能。总的来说,纤维增强复合材料比未增强的复合材料更耐冲击,而且这种改善与纤维体积分数成正比。此外,未增强基体和纤维增强复合材料均对应力速率敏感,但在单轴拉伸载荷下,其敏感性程度小于文献中通常报道的水泥基材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impact Tests on Cement-Based Fiber Reinforced Composites
This paper describes the construction of two simple impact machines--one small with a capacity of 100 Joules and the other large with a capacity of 1,000 Joules--designed to conduct impact tests on fiber reinforced mortars and concretes in the uni-axial tensile model. During a test, the applied load, accelerations, and velocities are measured such that with a proper analysis scheme, the raw data can be analyzed to obtain fundamental material properties under impact loading. Carbon, steel, and polypropylene micro-fiber reinforced mortars and steel fiber reinforced concrete were tested and it was demonstrated that the proposed technique is a simple and rational method of obtaining meaningful material properties. In general, fiber reinforced composites were found to be more impact resistant than their unreinforced counterparts and the improvements were proportional to the fiber volume fraction. In addition, both the unreinforced matrix as well as fiber reinforced composites were found to be stress-rate sensitive, but the extent of sensitivity observed was smaller than usually reported in the literature for cement-based materials under uni-axial tensile loading.
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