FRP 모듈형 박스 부재의 연결 시스템에 관한 실험적 연구
An Experimental Study on Connection System of FRP Modular Box Member
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Abstract
This is a basic experimental study to apply FRP modular box member to a variety of construction structures exposed to flexural strength, such as a slab and a girder. Applying FRP modular box member to a real structure requires a large section. FRP box member was made into modular systems. Tests were conducted under various conditions in order to analyze jointing performance of the developed FRP modular box member as a large section. For the methods of jointing FRP modular box member, synthetic resins connection, mechanical connection, and a combination of both were used to test both length and breadth connection. As a result of the test, using urethane + two bolts + sheets was the most efficient method of connecting FRP modular box member. It is expected that the proposed joint system in this study will contribute to the increase of failure load and synthesis behavior of FRP modular box member.
참고문헌 (6)
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- Jung, H. S., "The development of fiber reinforced polymer composite girder", Wonkwang University a doctoral dissertation, ~ (2008)
- Kwak, K. H., "The development on hybrid FRP rod and its tensile properties", Computational Structural Engineering Institute of Korea, 527~533 (2004)
- Neely, W. D., "Evaluation of in-service performance of the tom's creek bridge fiber-reinforced polymer superstructure", Virginia Transportation Research Council, ~ (2004)
- Park,Y.C., "A study on the strength and fatigue characteristics of FRP decks using the bolted connection system", Suwon University a doctoral dissertation, ~ (2007)
- Sung, B. K., "The fracture behavior of FRP+ concrete composite girder", Wonkwang University a doctoral dissertation, ~ (2008)
