Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method

Homotopy Analysis Method (HAM) is applied to find the critical buckling load of the Euler columns with continuous elastic restraints. HAM has been successfully applied to many linear and nonlinear, ordinary and partial, differential equations, integral equations, and difference equations. In this study, we presented the application of HAM to the critical buckling loads for Euler columns with five different support cases continuous elastic restraints. The results are compared with the analytic solutions.

• Publication year

  2013

• Venue

  Journal of Applied Mathematics

• Publication date

  2013-02-27

• Fields of study

  Mathematics, Computer Science, Engineering

• Identifiers
  DOI 10.1155/2013/341063
• External record

  Open on Semantic Scholar

• Source metadata

  Semantic Scholar

• No claims are published for this paper.

• No concepts are published for this paper.

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