Research Article
Feb 1971
Stiffness Matrix for Sandwich Folded Plates
Author: G. M. FolieAuthor Affiliations
Publication: Journal of the Structural Division
Volume 97, Issue 2
Abstract
Reissner’s equations for isotropic sandwich plates are used to derive a set of stiffness coefficients which, in conjunction with a stiffness method, can be used to analyze folded plate structures made from sandwich panels. The derivation results in a stiffness matrix which can be used directly in the stiffness formulation outlined by Scordelis for homogeneous folded plates.
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Published In
Journal of the Structural Division
Volume 97 • Issue 2 • February 1971
Pages: 603 - 617
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Feb 1971
Published online: Feb 1, 2021
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Authors
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G. M. Folie
Lecturer in Civ. Engrg., Univ. of New South Wales, Sydney, Australia
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