The Use of Small and Large Displacement Data from Essentially Elastic Buckling Tests on Columns and Plates as a Means of Correlating Theory and Experiment
Abstract
The paper shows there are two rules for interpretation of experimental results on a wide range of simple structures. The first of these applies when the deformations are small; the second rule when the deflections are large and the loads are in excess of the instability load.
Document Details
- Document Type
- Technical Report
- Publication Date
- Mar 01, 1969
- Accession Number
- AD0856383
Entities
People
- B. T. Willey
- D. J. Tenerelli
- W. H. Horton
Organizations
- Stanford University