Safe-Load-Limit of Plates in Cylindrical Bendingby W. Szyszkowski, Univ of Saskatchewan, Saskatoon, Canada,
P. G. Glockner, Univ of Saskatchewan, Saskatoon, Canada,
Abstract: The derivation of a closed-form expression for the viscoelastic critical load of long thin plates undergoing cylindrical bending and made of a linear time-dependent 'solid'-type material with limited creep is briefly reviewed and summarized.
Subject Headings: Bending (structural) | Critical loads | Plates | Structural safety | Closed form solutions | Viscoelasticity | Linear functions | Time dependence
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