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Post-buckling of Non-uniform Cantilever Column Subjected to a Combined Load

결합하중을 받는 임의단면 기둥의 좌굴후 해석

  • 신영재 (안동대학교 기계공학부) ;
  • 지바 (안동대학교 기계공학부)
  • Published : 2002.05.01

Abstract

This paper presents the application of the technique of differential transformation to the post-buckling problem of non-uniform cantilever column subjected to a combined load. Numerical calculations are carried out and compared with previously published results to validate the results of the present method. The results obtained by this method agree very well with those reported in the previous works. The results obtained by the present method are presented for both various non-uniform columns and loads.

강도와 작용하중의 분포 및 설계조건 등에 의해 단면이 길이에 따라 임의로 된 외팔 기둥이 구조물 등에 많이 사용되고 있어서 이들에 대한 좌굴에 관한 해석이 구조물의 설계시에는 매우 중요하다. 본 논문에서는 분포하중, 집중하중을 받는 가변단면 기둥의 좌굴 해석후 해석 문제를 differential transformation이라는 새로운 변환방법을 적용하여 해석하여 기존의 해석결과와 비교, 검토하였고, 또한 임의의 가변단면의 외팔 기둥에 대한 좌굴후 해석의 결과를 제시하였다.

Keywords

References

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