Analytical Solution for Static Problems of Cantilever Curved Beams with Variable Cross Sections

A tétel rövid nézete
dc.contributor.authorEcsedi, István
dc.contributor.authorLengyel, Ákos
dc.contributor.authorBaksa, Attila
dc.contributor.authorGönczi, Dávid
dc.date.accessioned2021-09-27T22:48:49Z
dc.date.available2021-09-27T22:48:49Z
dc.date.issued2021-09-27
dc.description.abstractThis paper gives an analytical method to obtain the deformation of a cantilever curved beam. The curved beam considered has circular centre line and the thickness of the cross section in radial direction depends on the circumferential coordinate. The kinematics of the Euler-Bernoulli beam model is used to formulate of governing equations. The curved homogeneous and isotropic elastic beam is fixed at the one of the end cross section and on the other end cross section is subjected to concentrated forces and a couple. A numerical example illustrates the applications of the derived formulae.en
dc.description.abstractThis paper gives an analytical method to obtain the deformation of a cantilever curved beam. The curved beam considered has circular centre line and the thickness of the cross section in radial direction depends on the circumferential coordinate. The kinematics of the Euler-Bernoulli beam model is used to formulate of governing equations. The curved homogeneous and isotropic elastic beam is fixed at the one of the end cross section and on the other end cross section is subjected to concentrated forces and a couple. A numerical example illustrates the applications of the derived formulae.hu
dc.formatapplication/pdf
dc.identifier.citationInternational Journal of Engineering and Management Sciences, Vol. 6 No. 2 (2021) , 226-233
dc.identifier.doihttps://doi.org/10.21791/IJEMS.2021.2.19.
dc.identifier.eissn2498-700X
dc.identifier.issue2
dc.identifier.jtitleInternational Journal of Engineering and Management Sciences
dc.identifier.urihttps://hdl.handle.net/2437/322022en
dc.identifier.volume6
dc.languageen
dc.relationhttps://ojs.lib.unideb.hu/IJEMS/article/view/9744
dc.rights.accessOpen Access
dc.rights.ownerIstván Ecsedi, Ákos Lengyel, Attila Baksa, Dávid Gönczi
dc.subjectCurved beamen
dc.subjectcantileveren
dc.subjectvariable thicknessen
dc.subjectelasticen
dc.subjectanalyticalen
dc.subjectgörbe rúdhu
dc.subjectbefalazáshu
dc.subjectváltozó vastagsághu
dc.subjectrugalmashu
dc.subjectanalitikus megoldáshu
dc.titleAnalytical Solution for Static Problems of Cantilever Curved Beams with Variable Cross Sectionsen
dc.typefolyóiratcikkhu
dc.typearticleen
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International Journal of Engineering and Management Sciences (DE-journals)