BUCKLING COEFFICIENTS FOR SIMPLY SUPPORTED AND CLAMPED FLAT, RECTANGULAR SANDWICH PANELS UNDER EDGEWISE COMPRESSION.
Abstract
This report presents curves of coefficients and formulas for use in calculating the buckling of flat panels of sandwich construction under edgewise compressive loads. The curves were derived for sandwich panels having one facing of either of two orthotropic materials, both facings of orthotropic material; both facings of isotropic material; and cores of orthotropic or isotropic material. Parameters are chosen so that facings may be of different thicknesses and so that isotropic facings can also be of different isotropic materials. Curves were derived for various edge conditions, simply supported and clamped. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Dec 01, 1964
- Accession Number
- AD0610683
Entities
People
- Charles B. Norris
- Edward W. Kuenzi
- Paul M. Jenkinson
Organizations
- Forest Products Laboratory