Stability of Edge-Reinforced Circular Plateby Rene Amon, (M.ASCE), Assoc. Prof.; Arch. Dept., Univ. of Illinois, Chicago Circle, Chicago, IL,
Otto E. Widera, (M.ASCE), Assoc. Prof.; Dept. of Materials Engrg., Univ. of Illinois, Chicago Circle, Chicago, IL,
Serial Information: Journal of the Engineering Mechanics Division, 1971, Vol. 97, Issue 5, Pg. 1597-1601
Document Type: Journal Paper
Abstract: Many authors have concerned themselves with the problems of the stability of a circular plate under the action of axisymmetric in-plane edge loading. The edge of the plate was considered to be either simply supported, elastically restrained, or clamped but free to move in the direction of loading. These boundary conditions are however not always representative of those encountered in practice. The easiest way to obtain a restraint is by reinforcing the edge of the plate of a beam. Herein the stability of such a reinforced plate under the action of a uniform radial load is considered.
Subject Headings: Plates | Load factors | Axisymmetry | Elastic analysis | Moving loads | Boundary conditions | Beams | Radiation
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