Maximum Crippling Load in Eccentrically Compressed rectangular Tubes

편심압축하중을 받는 사각튜브의 최대압괴하중

  • 김천욱 (연세대학교 기계공학과) ;
  • 한병기 (홍익대학교 기계공학과) ;
  • 정창현 (연세대학교 기계공학과 대학원) ;
  • 김지홍 (경기공업대학교)
  • Published : 1999.11.01

Abstract

This paper describes the collapse characteristics of the rectangular tube under eccentric compressive load. Local buckling stress and maximum crippling load are investigated. A thin-walled tube under load is controlled by local buckling or yielding of material according to the ratio of thickness to width (t/b) of the cross section, and subsequent collapse of the section. The relationship can be divided into three regions : elastic , post-buckling and crippling . the load-displacement relationship is theoretically presented in each region by introducing the stress distribution of the cross section in the loading process. And the maximum load carrying capacity is derived in the closed form as a function of normal stress on the flange and web.

Keywords

References

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