Damage and Defects in Fiber-Reinforced Polymer Reinforced and Strengthened Concrete Elements

被引:7
|
作者
Malla, Pranit [1 ]
Dolati, Seyed Saman Khedmatgozar [1 ]
Ortiz, Jesus D. [2 ]
Mehrabi, Armin [1 ]
Nanni, Antonio [2 ]
机构
[1] Florida Int Univ, Dept Civil & Environm Engn, Miami, FL 33174 USA
[2] Univ of Miami, Dept Civil & Architectural Engn, Coral Gables, FL 33146 USA
关键词
Fiber-reinforced polymer (FRP); FRP-strengthened concrete elements; FRP-reinforced concrete elements; Damage and defect etiology; FRP COMPOSITES; QUALITY-CONTROL; BOND-SLIP; GFRP BARS; DURABILITY; CFRP; PERFORMANCE; EXPOSURE; BEHAVIOR; BASALT;
D O I
10.1061/JCCOF2.CCENG-4132
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fiber-reinforced polymer (FRP) composites are becoming increasingly popular as an alternative to conventional civil engineering materials in existing structures as externally applied systems for strengthening purposes, and in new structures as internal reinforcements in the form of bars, meshes, and strands. The next phase of development in the application of FRPs in concrete structures could culminate in elements possessing both internal and external FRP systems simultaneously. With these advancements in the application of FRP in civil engineering, it is conceivable that traditional steel reinforcements could become obsolete in certain aggressive and hostile environments, such as coastal areas. Although higher durability and performance are associated with FRP materials in some respects when compared to steel, concerns remain regarding the damage and defects in this material, many of them related to their unique features. Regardless, similarly to other structural materials, it is necessary to understand the damage and defects associated with the use of FRP composites, as well as to identify their sources. This knowledge will support the positive prospects for FRP technology, promoting its application in civil infrastructure. Accordingly, this study investigated the types, characteristics, and identification of the observed or expected damage and defects associated with using FRP in reinforced and strengthened concrete elements. The damage was classified according to location and time of initiation. In addition, the sources of these defects and damage were determined, and a damage etiology was established for preventing the occurrence of such damage in future use. The results of this study are intended to provide the background for the development of a guide and training material for the inspection of structures that use FRP materials. The ability to inspect and properly maintain structures containing FRP will result in the enhanced durability and service life of concrete structures reinforced or strengthened with FRP materials.
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页数:17
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