Singular equilibrated stress fields for no-tension panels
Singular equilibrated stress fields for no-tension panels
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.
- University of Pisa Italy
- National Research Council Sri Lanka
- New York University Italy
- Czech Academy of Sciences Czech Republic
- National Research Council Italy
singular equilibrated stress fields, stress, no-tension materials, measures, masonry panels, masonry panels; tensor-valued mesures; no-tension material., measures with divergence a measure
singular equilibrated stress fields, stress, no-tension materials, measures, masonry panels, masonry panels; tensor-valued mesures; no-tension material., measures with divergence a measure
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