Research Article
Nov 1975
Curvilinearly Corrugated Plates in Shear
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VIEW THE REPLYAuthors: Lung-Hsiang Wu and Charles Libove, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 101, Issue 11
Abstract
Theoretical numerical data are presented for: (1) The in-plane shear stiffness of corrugated plates with discrete attachments to framing members at the ends of the corrugations; and (2) the maximum transverse flexural strains due to the cross-sectional deformations that accompany the shearing of such plates. The corrugation cross section is curvilinear with crests and troughs composed of identical circular arcs. Four kinds of discrete attachments are considered at the ends of the corrugations, i.e.: (1) Point attachments in the troughs; (2) point attachments in the troughs and at the crests; (3) point attachments at midheight; and (4) point attachments in the troughs, at the crests, and at midheight. The material is taken to be linearly elastic and isotropic.
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Published In
Journal of the Structural Division
Volume 101 • Issue 11 • November 1975
Pages: 2205 - 2222
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Nov 1975
Published online: Feb 1, 2021
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Lung-Hsiang Wu
Grad. Asst., Dept. of Mech. and Aerospace Engrg., Syracuse Univ., Syracuse, N.Y.
Charles Libove, M.ASCE
Prof., Dept. of Mech, and Aerospace Engrg., Syracuse Univ., Syracuse, N.Y.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.