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dc.contributor.authorFrydrýšek, Karel
dc.date.accessioned2013-05-20T07:05:41Z
dc.date.available2013-05-20T07:05:41Z
dc.date.issued2007
dc.identifier.citationApplied and Computational Mechanics. 2007, vol. 1, no. 2, p. 445-452.en
dc.identifier.issn1802-680X (Print)
dc.identifier.issn2336-1182 (Online)
dc.identifier.urihttp://www.kme.zcu.cz/acm/old_acm/full_papers/acm_vol1no2_p053.pdf
dc.identifier.urihttp://hdl.handle.net/11025/1933
dc.description.abstractThis paper is focused on the solution of simple beam continually supported by elastic (Winkler's) foundation. The foundation contains longitudinal nonlinearity. For the calculation of displacements and bending stresses are used analytical procedures (approximate solution in the form of polynomial function) and probabilistic approaches (SBRA method, Monte Carlo Simulation Method, AntHill software). Probabilistic approach includes influences of variability of load, shape and material of the beam, and variability of modulus of the foundation. Probabilistic approach is used for the reliability expertise of the beam and calculation of safety.en
dc.format8 s.cs
dc.format.mimetypeapplication/pdf
dc.language.isoenen
dc.publisherUniversity of West Bohemiaen
dc.relation.ispartofseriesApplied and Computational Mechanicsen
dc.rights© 2007 University of West Bohemia. All rights reserved.en
dc.subjectnosníkycs
dc.subjectpružné podložícs
dc.subjectsimulace a modelovánícs
dc.subjectmatematické modelovánícs
dc.subjectnelinearitacs
dc.subjectpravděpodobnostní metodycs
dc.titleReliability analysis of beam on elastic nonlinear foundationen
dc.typečlánekcs
dc.typearticleen
dc.rights.accessopenAccessen
dc.type.versionpublishedVersionen
dc.subject.translatedbeamsen
dc.subject.translatedelastic foundationen
dc.subject.translatedsimulation and modellingen
dc.subject.translatedmathematical modellingen
dc.subject.translatednonlinearityen
dc.subject.translatedprobability methodsen
dc.type.statusPeer-revieweden
Appears in Collections:Volume 1, number 2 (2007)
Volume 1, number 2 (2007)

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