钩形钢纤维增强高强混凝土力学性能研究

Khashayar Asgarinia
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引用次数: 0

摘要

高强度混凝土的工程性能与普通混凝土有显著不同,因此,这种混凝土在各种应用中都很受欢迎,包括建筑业,特别是高层建筑,大跨度桥梁和预制构件。用纤维增强高强混凝土是在不损失强度的情况下增加延性的常用方法。在本研究中,采用钢纤维代替混凝土总体积的1%、1.5%、2%和2.5%,共构思和建造了5种混合设计。结果表明,钢纤维添加量在体积比为2%时,抗压强度提高,在体积比为2.5%时,抗压强度下降。钢纤维的掺入降低了混合料的耐久性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigating The Mechanical Behavior of High-Strength Concrete Reinforced with Hooked Steel Fibers
The engineering properties of high-strength concrete are significantly different from those of ordinary concrete, and as a result, this concrete has become popular in a variety of applications, including the construction industry, particularly for tall buildings, bridges with long spans, and precast members. Reinforcing high-strength concrete using fibers is a common method for increasing ductility without losing strength. In this study, steel fibers were employed to replace 1, 1.5, 2, and 2.5 percent of the total volume of concrete, and a total of 5 mixed designs were conceived and constructed. The findings showed that the addition of steel fibers up to 2% by volume boosted the compressive strength and decreased at 2.5% by volume. The incorporation of steel fibers has diminished the mixes' durability.
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