한국지진공학회논문집 (Journal of the Earthquake Engineering Society of Korea)

  • 제26권2호
  • /
  • Pages.71-82
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  • 2022
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  • 1226-525X(pISSN)
  • /
  • 2234-1099(eISSN)
한국지진공학회 (Earthquake Engineering Society of Korea)
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CFT기둥과 합성보로 구성된 CJS합성구조시스템의 유한요소해석 연구

Finite Element Analysis Study of CJS Composite Structural System with CFT Columns and Composite Beams

  • 문아해 (세종대학교 딥러닝건축연구소 건축공학과) ;
  • 신지욱 (경상국립대학교 건축공학과) ;
  • 임창규 (세종대학교 딥러닝건축연구소 건축공학과) ;
  • 이기학 (세종대학교 딥러닝건축연구소 건축공학과)
  • Moon, A Hae (Deep Learning Architecture Research Center, Dept. of Architectural Eng., Sejong University) ;
  • Shin, Jiuk (Dept. of Architectural Eng., Gyeongsang National University) ;
  • Lim, Chang Gue (Deep Learning Architecture Research Center, Dept. of Architectural Eng., Sejong University) ;
  • Lee, Kihak (Deep Learning Architecture Research Center, Dept. of Architectural Eng., Sejong University)
  • 투고 : 2021.10.08
  • 심사 : 2021.12.27
  • 발행 : 2022.03.01
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초록

This paper presents the effect on the inelastic behavior and structural performance of concrete and filled steel pipe through a numerical method for reliable judgment under various load conditions of the CJS composite structural system. Variable values optimized for the CJS synthetic structural system and the effects of multiple variables used for finite element analysis to present analytical modeling were compared and analyzed with experimental results. The Winfrith concrete model was used as a concrete material model that describes the confinement effect well, and the concrete structure was modeled with solid elements. Through geometric analysis of shell and solid elements, rectangular steel pipe columns and steel elements were modeled as shell elements. In addition, the slip behavior of the joint between the concrete column and the rectangular steel pipe was described using the Surface-to-Surface function. After finite element analysis modeling, simulation was performed for cyclic loading after assuming that the lower part of the foundation was a pin in the same way as in the experiment. The analysis model was verified by comparing the calculated analysis results with the experimental results, focusing on initial stiffness, maximum strength, and energy dissipation capability.

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과제정보

본 논문은 (주) 충전공연개발과 국토교통부/국토교통과학기술진흥원의(21TBIP-C161326-01)의 연구비 지원에 의해 수행되었습니다. 이에 감사를 드립니다.

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