Yield Points for Partially Loaded Spherical Domesby John Schroeder, Assoc. Prof. of Civ. Engrg.; Univ. of Waterloo, Waterloo, Ontario, Canada,
Prasanta Roy, Struct. Design Engr.; Burns & Roe, Inc., Hempstead, NY,
Serial Information: Journal of the Engineering Mechanics Division, 1971, Vol. 97, Issue 1, Pg. 63-76
Document Type: Journal Paper
Bounds for the limit load of spherical domes exposed to a uniform load over one-half are based on an approximate plasticity theorem proposed for thin shells by Schroeder and Sherbourne. The mean deviation from the average of both bounds is approximately 10% and experimental results indicate that the approximate plasticity theorem proposed for thin shells leads to solutions useful for engineering design.
Subject Headings: Load factors | Domes (structure) | Plasticity | Plastic design
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