Fibres for enhancing of the bond capacity between GFRP rebar and concrete

被引：55

作者：

Ding, Yining ^{[1
]}

Ning, Xiliang ^{[1
]}

Zhang, Yulin ^{[2
]}

Pacheco-Torgal, F. ^{[3
]}

Aguiar, J. B. ^{[3
]}

机构：

[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116023, Peoples R China

[2] Univ Minho, Dept Math, P-4700052 Braga, Portugal

[3] Univ Minho, Dept Civil Engn, P-4700052 Braga, Portugal

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2014年 / 51卷

关键词：

Macro fibres; GFRP rebars; Bond capacity; Synergetic effect; Bond stress-slip relationship; REINFORCING BARS; FRP REBARS; STRENGTH; BEHAVIOR; PERFORMANCE; TOUGHNESS;

D O I：

10.1016/j.conbuildmat.2013.10.089

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The effect of steel fibres (SF) and macro-polypropylene fibres (PPA) on the bond capacity between GFRP rebar and concrete has been studied in this work. A novel method using the equivalent bond strength to evaluate the bond toughness is proposed. In comparison with the bond property of GFRP rebar in plain concrete (PC) matrix, the investigation indicates that adding macro mono fibres or hybrid fibres into concrete can enhance both the bond strength and the bond toughness. Especially, the hybrid use of SF and PPA demonstrates a significant positive synergetic effect on the bond behavior of GFRP rebars in concrete. The results show that the bond capacity of GFRP rebars in concrete reinforced by hybrid fibres can be equivalent to that or better than that of steel rebar in plain concrete. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：303 / 312

页数：10

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