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

  • 제4권4호
  • /
  • Pages.1-8
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  • 2013
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  • 2093-5145(pISSN)
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  • 2288-0232(eISSN)
한국복합신소재구조학회 (Korean Society for Advanced Composite Structures)
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편심재하된 하이브리드 FRP-콘크리트 합성 기둥의 구조적 특성

The Structrual Behavior of Eccentrically Loaded Hybrid FRP-Concrete Composite Columns

  • 투고 : 2013.11.04
  • 심사 : 2013.12.11
  • 발행 : 2013.12.31
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초록

Pile foundations constructed by the fiber reinforced polymer plastic piles have been used in coastal and oceanic regions in many countries. Generally, fiber reinforced polymer plastic piles are consisted of filament winding FRP which is used to wrap the outside of concrete pile to increase the axial load carrying capacity or pultruded FRP which is located in the core concrete to resist the bending moment arising due to eccentric loading. In this paper, the analytical procedures of hybrid concrete filled FRP tube flexural members are suggested based on the CFT design method. Moreover, the analytical results are compared with the experimental results to obtained by the previous researches. The results of comparison analyses are performed to estimate the accuracy of the analytical procedure for hybrid FRP-concrete composite compression test, members under eccentrical loading.

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참고문헌

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