Exact Solution for Buckling of Columns Including Self-Weight

نویسندگان

  • W. H. Duan
  • C. M. Wang
چکیده

In this technical note, analytical solutions for the elastic buckling of heavy columns with various combinations of end conditions are derived, for the first time, in terms of generalized hypergeometric functions. The benchmark solutions may be used to assess the accuracy of approximate formulas and numerical solutions. DOI: 10.1061/ ASCE 0733-9399 2008 134:1 116 CE Database subject headings: Columns; Buckling; Numerical models; Axial loads; Weight.

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تاریخ انتشار 2007