Fracture Mechanics Parameters of Fine Grained Concrete with Polypropylene Fibres

被引:5
作者
Kosior-Kazberuk, Marta [1 ]
Berkowski, Piotr [2 ]
机构
[1] Bialystok Tech Univ, Wiejska 45A, PL-15351 Bialystok, Poland
[2] Wroclaw Univ Sci & Technol, Wyb Wyspianskiego 27, PL-50370 Wroclaw, Poland
来源
WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM 2016, WMCAUS 2016 | 2016年 / 161卷
关键词
concrete; polypropylene fibre; fracture mechanics parameters; ductility; PERFORMANCE;
D O I
10.1016/j.proeng.2016.08.515
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fracture mechanics is widely used to analyze the material behaviour in a structure. The paper reports the results of an experimental programme focused on the effect of various synthetic fibres on the fracture properties of concrete investigated in Mode I conditions. The changes in concrete properties were analysed on the basis of the critical stress intensity factor K-Ic, the critical value of crack tip opening displacement (CTODc) and the fracture energy G(F). The addition of the synthetic fibres had a slight effect on the strength properties of concrete but, at the same time, it had a significant influence on the fracture mechanics parameters by the modification of pre-cracking and particularly post-cracking behaviour of the concrete. Results of measuring the toughness and energy-absorption characteristics showed that the specimens reinforced with synthetic fibres acquired a great ductile behaviour and energy absorption capacity, compared to ordinary concrete specimens. (C) 2016 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:157 / 162
页数:6
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