Curvilinearly Corrugated Plates in Shear

by 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.,


Serial Information: Journal of the Structural Division, 1975, Vol. 101, Issue 11, Pg. 2205-2222


Document Type: Journal Paper

Errata: (See full record)

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.

Subject Headings: Plates | Shear deformation | Transverse shear | Geometry | Numerical methods | Stiffening | Frames | Flexural strength

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