Behavior and analytical modeling of natural flax fibre-reinforced polymer tube confined plain concrete and coir fibre-reinforced concrete

被引:68
|
作者
Yan, Libo [1 ]
Chouw, Nawawi [1 ]
机构
[1] Univ Auckland, Dept Civil & Environm Engn, Auckland 1142, New Zealand
关键词
Flax FRP; coir fibre reinforced concrete; ductility; stress-strain behaviour; confinement model; analytical modeling; STRENGTH; DESIGN; DUCTILITY; COLUMNS;
D O I
10.1177/0021998312454691
中图分类号
TB33 [复合材料];
学科分类号
摘要
As reinforcement flax fibre has the potential to replace glass fibre in fibre-reinforced polymer, composite and coir fibre can be used in concrete. To achieve sustainable construction, this study presents an experimental investigation of a flax fibre-reinforced polymer tube as concrete confinement. Results of 24 flax fibre-reinforced polymer tube-confined plain concrete and coir fibre-reinforced concrete cylinders under axial compression are presented. Test results show that both flax fibre-reinforced polymer tube-confined plain concrete and fibre-reinforced concrete offer high axial compressive strength and ductility. A total of 23 existing design- and analysis-oriented models were considered to predict the ultimate axial compressive strength and strain of flax fibre-reinforced polymer tube-confined plain concrete and fibre-reinforced concrete. It was found that a few existing design- and analysis-oriented models predicted the ultimate strengths of all the flax fibre-reinforced polymer tube-confined plain concrete and fibre-reinforced concrete cylinders accurately. However, no strain models considered match the ultimate strains of these specimens. Two new equations are proposed to evaluate the ultimate axial strain of flax fibre-reinforced polymer tube-confined plain concrete and fibre-reinforced concrete.
引用
收藏
页码:2133 / 2148
页数:16
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