BUCKLING OF A RECTANGULAR COLUMN ON THE BASIS OF MURNAGHAN'S FORMULA FOR STRAIN ENERGY

Buckling criteria are derived for a rectangular column for large two-dimensional strains, using a strain energy density function suggested by Murnaghan. This function is analogous to the classical density function in that it involves two elastic constants but is simpler in certain respects. Despite...

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Bibliographische Detailangaben
1. Verfasser: Lubkin, Samuel
Format: Report
Sprache:eng
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