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This paper presents the study of behaviour of single equal and unequal angle compression member subjected to eccentric load with respect to major and minor principal axis. Non-linear finite element simulation was done. Study included imperfection factor with wide range of slenderness ratio. Study compared with other researchers. Numerical results suggested that load capacity of single angle was near to same when load eccentricity varied along the major principal axis of angle. Buckling curve for equal angle was drawn and compared with buckling curve of IS 800:2007. It was seen, buckling curve of IS 800:2007 was conservative.

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Buckling Behaviour of Single Angle Subjected to Eccentricity

  • 会议论文

  • 发表日期：

    2025年

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  • Sangeeta H. Makade,
  • Laxmikant M. Gupta

摘要

This paper presents the study of behaviour of single equal and unequal angle compression member subjected to eccentric load with respect to major and minor principal axis. Non-linear finite element simulation was done. Study included imperfection factor with wide range of slenderness ratio. Study compared with other researchers. Numerical results suggested that load capacity of single angle was near to same when load eccentricity varied along the major principal axis of angle. Buckling curve for equal angle was drawn and compared with buckling curve of IS 800:2007. It was seen, buckling curve of IS 800:2007 was conservative.