Fire Behavior of GFRP-Reinforced Concrete Structural Members: A State-of-the-Art Review

被引:3
作者
Rosa, Ines C. [1 ]
Firmo, Joo P. [1 ]
Correia, Joo R. [1 ]
Bisby, Luke A. [2 ]
机构
[1] Univ Lisbon, Inst Super Tecn, CERIS, Ave Rovisco Pais 1, P-1049001 Lisbon, Portugal
[2] Univ Edinburgh, Sch Engn, William Rankine Bldg,Kings Bldg, Edinburgh EH9 3FB, Midlothian, Scotland
关键词
FRP reinforcement; Reinforced concrete; Fire; Elevated temperature; Bond behavior; Modeling; Design; FRP BARS; MECHANICAL-PROPERTIES; HIGH-TEMPERATURE; ELEVATED-TEMPERATURE; THERMAL-PROPERTIES; BOND STRENGTH; TENSILE PERFORMANCE; COMPOSITE-MATERIALS; POLYMER COMPOSITES; SLABS;
D O I
10.1061/JCCOF2.CCENG-4268
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of glass fiber-reinforced polymer (GFRP) bars in reinforced concrete (RC) structures has grown significantly in recent years, most notably in bridge deck applications, as they provide an innovative solution to address stringent durability requirements in severe environmental conditions. However, concerns regarding the degradation of mechanical properties of GFRP bars and their bond to concrete at elevated temperature, as well as a lack of fire design guidance, remain obstacles to their widespread use in buildings. This paper presents a review of the available literature regarding the fire performance of GFRP-RC structural members, as well as a summary of relevant research needs. First, it addresses the effects of elevated temperature on the thermal and mechanical properties of GFRP bars. Second, experimental and numerical studies of GFRP bars' bond behavior at elevated temperature, and of the fire performance of GFRP-RC beams and slabs, are discussed. Finally, the available fire design guidance is discussed, and recommendations for future research are given. (c) 2023 American Society of Civil Engineers.
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页数:23
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