Research Article
Jun 1973
Lagrangian Formulation of Sandwich Shell Theory
Authors: Peter G. Glockner, M.ASCE, and David J. MalcolmAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 99, Issue 3
Abstract
Using both direct and index notation, the finite deformation of convected coordinate systems is briefly reviewed. Eulerian stress and moment resultant tensors for an idealized sandwich shell are defined by integration across a director surface. Introduction of Lagrangian stresses into these integrals leads to the definition of the first and secong Piola-Kirchhoff resultants. Based on previously established virtual work principles, equations of equilibrium and dynamic boundary conditions referred to the undeformed state are derived in terms of both sets of Lagrangian stress resultants. Constitutive relations for the second Piola-Kirchhoff resultants are indicated.
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Published In
Journal of the Engineering Mechanics Division
Volume 99 • Issue 3 • June 1973
Pages: 445 - 466
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jun 1973
Published online: Feb 3, 2021
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Authors
Affiliations
Peter G. Glockner, M.ASCE
Prof. and Acting Head, Dept. of Civ. Engrg., The Univ. of Calgary, Calgary, Alberta, Canada
David J. Malcolm
Grad. Student, Dept. of Civ. Engrg., The Univ. of Calgary, Calgary, Alberta, Canada
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