Durability and service life prediction of GFRP bars embedded in concrete under acid environment

被引:83
作者
Zhou, Jikai [1 ]
Chen, Xudong [1 ]
Chen, Shixue [1 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
关键词
POLYMER REINFORCING BARS; MECHANICAL-PROPERTIES; BOND PROPERTIES; FRP REBARS; FIBER; PERFORMANCE; STRENGTH; TEMPERATURE; DEGRADATION; TENSILE;
D O I
10.1016/j.nucengdes.2011.08.038
中图分类号
TL [原子能技术]; O571 [原子核物理学];
学科分类号
0827 ; 082701 ;
摘要
In recent years, glass fiber reinforcing polymers (GFRP) has emerged as an alternative to conventional steel reinforcing bars in concrete structures. The bond behavior of GFRP bars to concrete under acidic environment is important because of increasing acid rain in China nowadays. This paper presents an experimental investigation into comparison of the durability of the bond between GFRP and steel bars to concrete under acid environment. The specimens were subject to corrosion by immersion in acid solutions with different concentration. One hundred and twenty pullout specimens were used to study the effect of different environment on bond strength of GFRP and steel bars to concrete. Experimental results showed that, For GFRP bars, at the end of 75 days of conditioning duration, maximum bond strength loss of 11%, 22%, 17.2% and 14% were observed in tap water, pH = 2, pH = 3, and pH = 4 environment, respectively. For steel bars, at the end of 75 days of conditioning duration, maximum bond strength loss of 19.6% and 12.3% were observed in pH = 2 and pH = 3 environment, respectively. The influence of solution concentration on bond strength of GFRP bars was determined using Arrhenius equation and time shift method (TSF). (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:4095 / 4102
页数:8
相关论文
共 43 条
[1]   Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concrete [J].
Abbasi, A ;
Hogg, PJ .
COMPOSITES PART B-ENGINEERING, 2005, 36 (05) :394-404
[2]  
Al-Dulaijian S., 2001, J REINFORCED PLASTIC, V20, P882
[3]   A model specification for FRP composites for civil engineering structures [J].
Bank, LC ;
Gentry, TR ;
Thompson, BP ;
Russell, JS .
CONSTRUCTION AND BUILDING MATERIALS, 2003, 17 (6-7) :405-437
[4]  
Bank LC, 1998, ACI MATER J, V95, P232
[5]   Durability of glass fiber-reinforced polymer reinforcing bars in concrete environment [J].
Benmokrane, B ;
Wang, P ;
Ton-That, TM ;
Rahman, H ;
Robert, JF .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2002, 6 (03) :143-153
[6]   Deterioration of concrete due to reinforcement steel corrosion [J].
Cabrera, JG .
CEMENT & CONCRETE COMPOSITES, 1996, 18 (01) :47-59
[7]  
CAIRNS J, 1995, ACI STRUCT J, V92, P23
[8]   PULLOUT AND BOND OF GLASS-FIBER RODS EMBEDDED IN CONCRETE AND CEMENT GROUT [J].
CHAALLAL, O ;
BENMOKRANE, B .
MATERIALS AND STRUCTURES, 1993, 26 (157) :167-175
[9]   An experimental investigation on the local behaviour of steel-concrete interfaces at large openings in the PSC inner containment dome [J].
Chakrabarti, Sekhar K. ;
Kumar, Alok ;
Basu, Prabir C. .
NUCLEAR ENGINEERING AND DESIGN, 2010, 240 (05) :947-956
[10]   Modeling of anchor bolt pullout in concrete based on a heterogeneous assumption [J].
Chang Xu ;
Chen Heping ;
Liu Bin ;
Zhao Fangfang .
NUCLEAR ENGINEERING AND DESIGN, 2011, 241 (05) :1345-1351