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FRP로 휨보강된 FRP-콘크리트 합성압축재의 구조적 거동 KCI 등재

Structural Behavior of Flexurally Reinforced FRP-Concrete Composite Compression Member with FRP

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복합신소재구조학회 논문집 (Journal of the Korean Society for Advanced Composite Structures)
한국복합신소재구조학회 (Korean Society for Advanced Composite Structures)
초록

In construction industries, new construction materials are needed to overcome some problems associated with the use of conventional construction materials due to the change of environmental and social requirements. Accordingly, the requirements to be satisfied in the design of civil engineering structures are diversified. As a new construction material in the civil engineering industries, fiber reinforced polymeric plastic (FRP) has a superior corrosion resistance, high specific strength/stiffness, etc. Therefore, such properties can be used to mitigate the problems associated with the use of conventional construction materials. Nowadays, new types of bridge piers and marine piles are being studied for new construction. They are usually made of concrete filled fiber reinforced polymeric plastic tubes (CFFT). In this paper, a new type of FRP-concrete composite pile which is composed of reinforced concrete filled FRP tube (RCFFT) is proposed to improve compressive strength as well as flexural strength. The load carrying capacity of proposed RCFFT compression member is discussed based on the result of experimental and analytical investigations.

저자
  • 박준석(홍익대학교 토목공학과 박사과정) | Park, Joon-Seok
  • 주형중(홍익대학교 토목공학과 박사과정) | Joo, Hyung-Joong
  • 남정훈(홍익대학교 토목공학과 박사과정) | Nam, Jeong-Hun
  • 윤순종(홍익대학교 토목공학과 교수) | Yoon, Soon-Jong 교신저자