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Singular equilibrated stress fields for no-tension panels
Abstract In this work we study the equilibrium problem for rectangular panels made of a no-tension material, clamped at the bottom, subjected to distributed vertical loads on the top, and to different types of lateral loads. Admissible and equilibrated stress fields are interpreted as tensor-valued measures with zero divergence. Such stress fields are explicitly determined under the assumption that the measure is absolutely continuous outside a smooth curve which supports a δ type singularity of the stress.
Singular equilibrated stress fields for no-tension panels
Abstract In this work we study the equilibrium problem for rectangular panels made of a no-tension material, clamped at the bottom, subjected to distributed vertical loads on the top, and to different types of lateral loads. Admissible and equilibrated stress fields are interpreted as tensor-valued measures with zero divergence. Such stress fields are explicitly determined under the assumption that the measure is absolutely continuous outside a smooth curve which supports a δ type singularity of the stress.
Singular equilibrated stress fields for no-tension panels
Lucchesi, Massimiliano (Autor:in) / Silhavy, Miroslav (Autor:in) / Zani, Nicola (Autor:in)
01.01.2005
11 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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