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Stress distribution in an elastic layer resting on a Winkler foundation with an emptiness

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dc.abstract.enThe paper deals with the plane problem of an elastic layer resting on a Winkler foundation with an emptiness. The stresses in the layer are caused by a given normal loading on its upper boundary plane. The mathematical formulation of the problem leads to a mixed boundary value problem and it is solved using Fourier transform methods and Fredholm integral equation of the second kind. The detailed analysis is derived analytically and numerically for an elliptic distribution of boundary loadings. The results for the normal displacement and the stresses on the lower boundary of the layer are presented in figures.
dc.affiliationUniwersytet Warszawski
dc.contributor.authorPerkowski, Dariusz
dc.contributor.authorMatysiak, Stanisław
dc.contributor.authorKultchytsky-Zhygailo, Roman
dc.date.accessioned2024-01-26T08:20:34Z
dc.date.available2024-01-26T08:20:34Z
dc.date.issued2018
dc.description.financeNie dotyczy
dc.description.volume66
dc.identifier.doi10.24425/125339
dc.identifier.issn0239-7528
dc.identifier.urihttps://repozytorium.uw.edu.pl//handle/item/120834
dc.identifier.weblinkhttp://journals.pan.pl/dlibra/publication/125339/edition/109365/content
dc.languageeng
dc.pbn.affiliationearth and related environmental sciences
dc.relation.ispartofBulletin of the Polish Academy of Sciences: Technical Sciences
dc.relation.pages721-727
dc.rightsClosedAccess
dc.sciencecloudnosend
dc.subject.endisplacements
dc.subject.enstresses
dc.subject.enelastic layer
dc.subject.enWinkler foundation
dc.subject.enemptiness
dc.titleStress distribution in an elastic layer resting on a Winkler foundation with an emptiness
dc.typeJournalArticle
dspace.entity.typePublication