Effect of Different Constituent Fiber, Resin, and Sizing Combinations on Alkaline Resistance of Basalt, Carbon, and Glass FRP Bars

被引:72
作者
Benmokrane, B. [1 ,2 ]
Hassan, M. [3 ]
Robert, M. [3 ]
Vijay, P. V. [4 ]
Manalo, A. [5 ]
机构
[1] Univ Sherbrooke, Civil Engn, Tier 1 Canada Res Chair Adv Composite Mat Civil S, Sherbrooke, PQ J1K 2R1, Canada
[2] Univ Sherbrooke, FRP Reinforcement Concrete Struct, Dept Civil Engn, Sherbrooke, PQ J1K 2R1, Canada
[3] Univ Sherbrooke, Dept Civil Engn, Sherbrooke, PQ J1K 2R1, Canada
[4] West Virginia Univ, Dept Civil Engn, Morgantown, WV 26508 USA
[5] Univ Southern Queensland, Ctr Future Mat, Toowoomba, Qld 4350, Australia
基金
加拿大自然科学与工程研究理事会;
关键词
FRP bars; Concrete; Basalt; Glass; Carbon; Resin; Manufacturing; Alkaline durability; REINFORCED POLYMER BARS; TENSILE PROPERTIES; DURABILITY PERFORMANCE; SHEAR-STRENGTH; CONCRETE BEAMS; VINYL-ESTER; GFRP BARS; COMPOSITES; BRIDGE; ENVIRONMENT;
D O I
10.1061/(ASCE)CC.1943-5614.0001009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
When used as an internal reinforcement, fiber-reinforced-polymer (FRP) composite bars are exposed to a highly alkaline (pH > 12.5) concrete environment. This study evaluated the durability of 24 types of FRP bars in a simulated alkaline concrete environment, specifically with respect to reinforcing-fiber type (carbon, basalt, and glass), fiber sizing, resin chemistry, and manufacturer. A total of 10 types of glass fibers, including two types of E-glass fibers and eight types of electrical corrosion resistance (ECR)-glass fibers, four types of basalt fibers, two types of carbon fibers, six types of resin systems based on vinyl ester, polyurethane, and epoxy resins, and five types of proprietary fiber sizings were used in manufacturing the bars. The study focused on assessing the tensile, transverse-shear, and interlaminar-shear properties of FRP bars subjected to 3 months of accelerated alkaline conditioning at 60 degrees C, as per Canadian Standards Association (CSA) and American Society for Testing and Materials (ASTM) standards. The strength retention and failure of these bars were evaluated as a measurement of the durability and long-term performance of the FRP bars currently available on the market and for quality control by manufacturers. Statistical analysis using independent samples t-test and one-way analysis of variance revealed that the manufacturing parameters have a significant effect on the mechanical characteristics and alkaline resistance of FRP bars. In particular, the results show that the FRP bars manufactured with the same parameters and fiber types but by different fiber manufacturers with different fiber sizings and resin systems produced bars with totally different strength properties and durability performance in an alkaline environment. Vinyl ester resin and silane-sized fiber was the most compatible resin system and produced a more durable glass-FRP bar, while the epoxy resin yielded more durable basalt- and carbon-FRP bars. This paper also describes a procedure for and a criterion of the optimum manufacturing parameters to achieve specific mechanical properties and durability performance with FRP bars.
引用
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页数:18
相关论文
共 57 条
[1]   Prediction of the failure time of glass fiber reinforced plastic reinforced concrete beams under fire conditions [J].
Abbasi, A ;
Hogg, PJ .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2005, 9 (05) :450-457
[2]  
ACI (American Concrete Institute), 2022, ACI, V440, P11
[3]  
ACI (American Concrete Institute), 2015, 4409R15 ACI
[4]  
ACI Committee 440, 2015, ACI440.1R-15, DOI DOI 10.1061/40753(171)158
[5]   Chemical durability and performance of modified basalt fiber in concrete medium [J].
Afroz, Mahzabin ;
Patnaikuni, Indubhushan ;
Venkatesan, Srikanth .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 154 :191-203
[6]   Case Study: Design, Construction, and Performance of the La Chanceliere Parking Garage's Concrete Flat Slabs Reinforced with GFRP Bars [J].
Ahmed, Ehab A. ;
Benmokrane, Brahim ;
Sansfacon, Maxime .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2017, 21 (01)
[7]   Effect of harsh environmental conditions on the tensile properties of GFRP bars [J].
Al-Salloum, Yousef A. ;
El-Gamal, Sherif ;
Almusallam, Tarek H. ;
Alsayed, Saleh H. ;
Aqel, Mohammed .
COMPOSITES PART B-ENGINEERING, 2013, 45 (01) :835-844
[8]   Compressive behavior of axially loaded circular hollow concrete columns reinforced with GFRP bars and spirals [J].
AlAjarmeh, O. S. ;
Manalo, A. C. ;
Benmokrane, B. ;
Karunasena, W. ;
Mendis, P. ;
Nguyen, K. T. Q. .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 194 :12-23
[9]   Durability performance and long-term prediction models of sand-coated basalt FRP bars [J].
Ali, Ahmed H. ;
Mohamed, Hamdy M. ;
Benmokrane, Brahim ;
ElSafty, Adel ;
Chaallal, Omar .
COMPOSITES PART B-ENGINEERING, 2019, 157 :248-258
[10]   Statistical analysis and theoretical predictions of the tensile-strength retention of glass fiber-reinforced polymer bars based on resin type [J].
Ali, Ahmed H. ;
Benmokrane, Brahim ;
Mohamed, Hamdy M. ;
Manalo, Allan ;
El-Safty, Adel .
JOURNAL OF COMPOSITE MATERIALS, 2018, 52 (21) :2929-2948