Fibre reinforced concrete in flexure and single fibre pull-out test: a correlation

被引:3
作者
Manca, M. [1 ]
Ciancio, D. [1 ]
Dight, P. [1 ]
机构
[1] Univ Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia
来源
FIBRE CONCRETE 2017 | 2017年 / 246卷
关键词
D O I
10.1088/1757-899X/246/1/012017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The aim of the present work is to assess whether a single fibre pull-out test can be related to the behaviour of multiple fibres in fibre reinforced concrete under bending condition. A simple model based on the stress block theory is described and compared with experimental results on three point bending tests with aligned fibres.
引用
收藏
页数:8
相关论文
共 7 条
[1]  
Banthia H, 1997, ACI MAT J, V49
[2]  
Crimstad E, 1993, UPDATING Q SYSTEM NM
[3]  
Crimstad E, 2002, ROCK MASS QUALITY Q
[4]  
Hillerborg A., 1976, Cem. Concr. Res, V6, P773, DOI [DOI 10.1016/0008-8846(76)90007-7, 10.1016/0008-8846(76)90007-7]
[5]   Predicting the flexural load-deflection response of steel fibre reinforced concrete from strain, crack-width, fibre pull-out and distribution data [J].
Jones, P. A. ;
Austin, S. A. ;
Robins, P. J. .
MATERIALS AND STRUCTURES, 2008, 41 (03) :449-463
[6]  
Manca M, MECH STRUCTURES MAT, V1, P249
[7]  
Pappworth F., 2002, SHOTCRETE MAGAZINE, V4, P16