高纤维体积分数合成纤维增强混凝土的力学性能

Weiguang Tong, Peng Wang, K. Murakami
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引用次数: 1

摘要

本文介绍了纤维体积分数(Vf)为0 ~ 3%时合成纤维增强混凝土力学性能的试验研究结果。结果表明,纤维的抗压强度和弹性模量随Vf的增大而减小,抗压强度对Vf不敏感。劈裂抗拉强度、抗弯强度和抗弯韧性随Vf的增大而增大。在Vf为1%时,微纤维的增强作用最大,在Vf更高时,增强作用略有增强。束状纤维在高Vf时表现出较好的增强效果,即使Vf大于3%,也可用于改善混凝土的力学性能。高强模量合成纤维对混凝土劈裂抗拉强度和抗弯强度的增强作用与钢纤维相似。
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Mechanical properties of synthetic fiber reinforced concrete with high fiber volume fraction
This paper presents the results of an experimental investigation on the mechanical properties of synthetic fiber reinforced concrete with fiber volume fraction(Vf)from 0 to 3%.It was found that the compressive strength and elastic modulus decrease with the increase of Vf,the compressive strength is not sensitive to Vf when using macro fiber.The spliting tensile strength,flexural strength and flexural toughness increase with the increase of Vf.The enhancing effect of micro fiber is great in Vf of 1%,but grows slightly in higher Vf.The fascicular fiber shows better enhancing effect in high Vf,it might be applied to improve the mechanical properties of concrete even Vf more than 3%.The enhancing effect of high strength and modulus synthetic fiber on spliting tensile strength and flexural strength of concrete is similiar to steel fibre.
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