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Contribution to the problem of buckling of orthotropic plates, with special reference to plywoodPlanar stress-strain relations and bending stress-strain relations are presented for elastic orthotropic plates and specialized to plywood. These relations are used to derive the differential equation and energy expression for the buckling of orthotropic rectangular plates whose principal stiffness directions are not parallel to the plate edges. Buckling analyses are made for the case of pure compression and pure shear of a long plate-strip.
Document ID
19930093967
Acquisition Source
Legacy CDMS
Document Type
Other
Authors
Thielemann, Wilhelm
Date Acquired
August 16, 2013
Publication Date
August 1, 1950
Report/Patent Number
NACA-TM-1263
Accession Number
93R23293
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
Keywords
WOODS
PLATES, FLAT - ELASTICITY, RECTANGULAR
LOADS AND STRESSES, STRUCTURAL - SHEAR
SANDWICH AND LAMINATES
PLATES - BUCKLING, ORTHOTROPIC
PLYWOOD
PLATES, FLAT - UNSTIFFENED
LOADS - PLATES, RECTANGULAR

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