#7658. Ultimate bearing capacity of plate on Winkler foundation subjected to a circular uniform load

October 2026publication date
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Journal’s subject area:
Civil and Structural Engineering;
Mechanics of Materials;
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Abstract:
The present study investigated the problem of a large slab on a Winkler-type foundation subjected to a circular load. The slab is modeled as a ductile Kirchhoff plate and obeys Rankine’s yield criterion with associative flow rule. A circular uniform load is applied onto the top of the plate. As the load increases, the radial cracks occur and spread out at the bottom of the slab.
Keywords:
elastic-plastic plate; Kirchhoff plate theory; Ultimate bearing capacity; Winkler-type foundation

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