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.
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Authors:
- Attard, M M
- Publication Date: 2002
Subject/Index Terms
- TRT Terms: Beams; Elasticity (Mechanics)
- ATRI Terms: Beam; Elasticity
- Subject Areas: Materials;
Filing Info
- Accession Number: 01382579
- Record Type: Publication
- Source Agency: ARRB
- Files: ATRI
- Created Date: Aug 22 2012 1:23PM