기존 채널형 복공판과 새로운 복공판 모델에 관한 비교분석 연구

A Comparative Analysis of Existing Channel-Type Lining Board and New-Type lining Board Models

  • 김두환 (서울산업대학교 구조공학과) ;
  • 김영세 (서울산업대학교 구조공학과)
  • Kim Doo-Hwan (Department of Structural engineering, Seoul National University of Technology) ;
  • Kim Young-Sei (Department of Structural engineering, Seoul National University of Technology)
  • 발행 : 2004.09.01

초록

The channel-type lining board that partial welded on many partition frames is used to normal servicing lining board type. On this study is to investigate existing channel-type lining board's capacity by using the static loading test. From this study, to develop new-type lining board which reflect well cross section area and sectional modulus of existing channel-type lining board. Six types FEM model are adopted. The accumulated test results of stress conditions and deflections by section shapes will be used to analyzed the relation between the capacity and the section shape. With the comparing the results of static loading test and FEM analysis.

키워드

참고문헌

  1. 도로교 설계기준. 해설, 대한토목학회, 2003
  2. Timoshenko, S. P. and Gere, J. M, Theory of Elastic Stability, Mc Graw-Hill, New York, 1973
  3. Rorhert D. Cook, Finite Element Modeling. for Stress Analysis, Wiley, 1995
  4. Calladine, C. R, Theory of shell structures, Cambridge University Press, 1983