Singular equilibrated stress fields for no-tension panels
Lucchesi Massimiliano, Silhavy Miroslav, Zani Nicola
singular equilibrated stress fields masonry panels measures with divergence a measure
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 vector-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 delta type singularity of the stress.
Source: Mechanical modelling and computational issues in civil engineering, edited by Michel Fremond; Franco Maceri, pp. 255–265. Berlin Heidelberg: Springer-Verlag, 2005
Publisher: Springer-Verlag, Berlin Heidelberg, DEU
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@inbook{oai:it.cnr:prodotti:178646,
title = {Singular equilibrated stress fields for no-tension panels},
author = {Lucchesi Massimiliano and Silhavy Miroslav and Zani Nicola},
publisher = {Springer-Verlag, Berlin Heidelberg, DEU},
doi = {10.1007/3-540-32399-6_12},
booktitle = {Mechanical modelling and computational issues in civil engineering, edited by Michel Fremond; Franco Maceri, pp. 255–265. Berlin Heidelberg: Springer-Verlag, 2005},
year = {2005}
}