Use of flax fibres to reduce plastic shrinkage cracking in concrete

被引:90
|
作者
Boghossian, Emma [2 ]
Wegner, Leon D. [1 ]
机构
[1] Univ Saskatchewan, Dept Civil & Geol Engn, Saskatoon, SK S7N 5A9, Canada
[2] AMEC Amer Ltd, Vancouver, BC, Canada
来源
CEMENT & CONCRETE COMPOSITES | 2008年 / 30卷 / 10期
基金
加拿大自然科学与工程研究理事会;
关键词
Concrete; Fibre reinforcement; Shrinkage; Cracking;
D O I
10.1016/j.cemconcomp.2008.09.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental investigation was performed to measure the restrained and unrestrained plastic shrinkage properties of small mortar specimens containing short flax fibres (10-38 mm in length) in amounts ranging from 0.05% to 0.3% by volume. Based on the number of cracks, total crack area, and maximum crack widths produced within the first 24 h after casting and exposure to hot, dry, and windy conditions, flax fibres were found to be slightly more effective in controlling restrained plastic shrinkage cracking than commercially available polypropylene and glass fibres for the mortar mixture studied. At a flax fibre volume fraction of 0.3%, total crack areas were reduced by at least 99.5% relative to plain mortar specimens and maximum crack widths were reduced by at least 98.5% to less than 0.022 mm. Fibre length did not significantly influence cracking behaviour, nor did the presence of flax fibres significantly influence the free plastic shrinkage strains observed. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:929 / 937
页数:9
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