Analysis of Pure Torsional Constant of I-Girder with Corrugated Webs

파형 복부판을 가진 플레이트거더의 순수비틀림상수 분석

  • 전진수 (고려대학교 건축.사회환경공학과) ;
  • 김성남 (고려대학교 건축.사회환경공학과) ;
  • 유재홍 (Auburn University 토목공학과) ;
  • 강영종 (고려대학교 건축.사회환경공학과)
  • Published : 2008.02.28

Abstract

Resistance to lateral torsional buckling of steel I-girder (open section) is a very important design requirement. But, most studies of steel I-girder with corrugated webs were invested in shear behavior. Untill now, most studies about Lateral torsional buckling of I-girder with corrugated webs have been based on Lindner.J's study (Lateral torsional buckling of beamswith trapezoidally corrugated webs,1990). the study includes that the pure torsional constant of I-girder with corrugated webs $J_{cor}$ doesn't different from that of I-girder with flat webs. This paper pesents pure torsional constant of I-girder with corrugated webs by using finite element anaysis.

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