EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF FIBRE REINFORCED HIGH STRENGTH CONCRETE WITH POLYPROPYLENE AND STEEL FIBRE

被引：0

作者：

Kumar, M. Sathish ^{[1
]}

Arunachalam, K. ^{[2
]}

机构：

[1] Velammal Coll Engn & Technol, Dept Civil Engn, Madurai 625009, Tamil Nadu, India

[2] Thiagarajar Coll Engn, Madurai 625015, Tamil Nadu, India

来源：

JOURNAL OF ENVIRONMENTAL PROTECTION AND ECOLOGY | 2019年 / 20卷 / 01期

关键词：

high strength concrete; microsilica; polypropylene fibre; steel fibre; mechanical properties; RESISTANCE;

D O I：

暂无

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

This research work deals with the experimental study on polypropylene fibre and steel fibre composited High Strength Concrete (HSC). Initially, certain trial mixes were tried to reach the M80 grade concrete and it was achieved finally. In this study, 5% weight of cement was partially replaced by micro silica. Polypropylene fibre in the range of 0.16 and 0.32% by volume of concrete and steel fibre in the range of 0.25, 0.50, 0.75 and 1% by volume of concrete were added to the concrete individually and in combination. The combined maximum and minimum content of polypropylene and steel fibres used were 1.32 and 0.41%, respectively. The parameters of investigation included ultrasonic pulse velocity test, compressive strength, split tensile strength, flexural strength and modulus of elasticity. The experimental test result shows excellent performance in the hardened state of concrete with the addition of fibres both individually and in combinations.

引用

页码：313 / 325

页数：13

共 26 条

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