Finite strain beam theory

This paper attempts to make a contribution to the controversy about who is correct, Engesser or Haringx with regard to the buckling formula for a linear elastic straight prismatic column with Timoshenko beam type shear deformation.

  • Authors:
    • Attard, M M
  • Publication Date: 2002

Subject/Index Terms

Filing Info

  • Accession Number: 01382579
  • Record Type: Publication
  • Source Agency: ARRB
  • Files: ATRI
  • Created Date: Aug 22 2012 1:23PM