Flexural Toughness of High-Performance Concrete with Basalt and Polypropylene Short Fibres

被引：37

作者：

Smarzewski, Piotr ^{[1
]}

机构：

[1] Lublin Univ Technol, Fac Civil Engn & Architecture, Dept Struct Engn, 40 Nadbystrzycka Str, PL-20618 Lublin, Poland

来源：

ADVANCES IN CIVIL ENGINEERING | 2018年 / 2018卷

关键词：

HIGH-STRENGTH CONCRETE; MECHANICAL-PROPERTIES; REINFORCED CONCRETE; STEEL; SHRINKAGE; CRACKING;

D O I：

10.1155/2018/5024353

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this work, an investigation is made to evaluate the flexural toughness of hybrid fibre-reinforced high-performance concrete (HPC) containing different combinations of basalt (B) and polypropylene (P) fibres. The experimental studies consisted of the three-point flexural tests on notched beam specimens. The specimens incorporated basalt/polypropylene (BP) fibres in 11 mixtures with proportions of 0/0, 100/0, 75/25, 50/50, 25/75, and 0/100% by volume at total volume fractions of 1 and 2%. The evaluation of the experimental results was done according to the CECS 13:2009 and PCS (postcrack strength) methods. The results indicate that high-performance concrete containing basalt/polypropylene fibre mixtures of 50/50% and with only polypropylene fibre content of 0/100% can be pronounced as the most appropriate combinations to be used in high-performance concrete for flexural toughness.

引用

页数：8

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