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Post-buckling analysis of a uniform cantilever column subjected to a tip concentrated subtangential follower force

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Abstract

Post-buckling analysis of a uniform cantilever column under a tip concentrated subtangential follower force has been studied. The solution of the problem is obtained in terms of elliptic integrals. The load deflection curves are presented.

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References

  1. Timoshenko, S.P. andJ.M. Gere: Theory of elastic stability. New York: McGraw-Hill 1961.

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  2. Venkateswara Rao, G. andP.C. Raju: Post-buckling of uniform cantilever columns—Galerkin finite element solution. Engng. Fracture Mech. Vol. 9 (1977) pp. 1/4.

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  3. Bolotin, V.V.: Nonconservative problems of the theory of elastic stability. New York: Pergamon Press, 1963.

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Authors and Affiliations

  1. Structural Design and Analysis Division, Structural Engineering Group, Vikram Sarabhai Space Centre, 695022, Trivandrum, India

    B. Nageswara Rao & G. Venkateswara Rao

Authors
  1. B. Nageswara Rao
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  2. G. Venkateswara Rao
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Nageswara Rao, B., Venkateswara Rao, G. Post-buckling analysis of a uniform cantilever column subjected to a tip concentrated subtangential follower force. Forsch Ing-Wes 55, 36–38 (1989). https://doi.org/10.1007/BF02559021

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  • DOI: https://doi.org/10.1007/BF02559021

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