Analytical Solution for the Two-Layered Composite Beam-Column with Interlayer Slip and Constant Axial Load

A tétel rövid nézete
dc.contributor.authorEcsedi, István
dc.contributor.authorBaksa, Attila
dc.contributor.authorLengyel, Ákos József
dc.contributor.authorGönczi, Dávid
dc.date.accessioned2024-07-22T20:22:10Z
dc.date.available2024-07-22T20:22:10Z
dc.date.issued2023-09-29
dc.description.abstractThe authors present an analytical solution for the two-layered composite beams with imperfect shear connections. The considered beam is simply supported at both ends. The beam is subjected to transverse and axial loads. The kinematic assumptions of the Euler-Bernoulli beam theory are used. The connection of the beam components is perfect in normal direction, but the axial displacement field may have jump. The shear axial force derived from the imperfect connection is proportional to the relative slip occurring between the layers. The determination of the analytical solution is based on the Fourier method. Two examples illustrate the application of the presented analytical method.en
dc.description.abstractThe authors present an analytical solution for the two-layered composite beams with imperfect shear connections. The considered beam is simply supported at both ends. The beam is subjected to transverse and axial loads. The kinematic assumptions of the Euler-Bernoulli beam theory are used. The connection of the beam components is perfect in normal direction, but the axial displacement field may have jump. The shear axial force derived from the imperfect connection is proportional to the relative slip occurring between the layers. The determination of the analytical solution is based on the Fourier method. Two examples illustrate the application of the presented analytical method.hu
dc.formatapplication/pdf
dc.identifier.citationInternational Journal of Engineering and Management Sciences, Vol. 8 No. 3 (2023) , 14-31
dc.identifier.doihttps://doi.org/10.21791/IJEMS.2023.022
dc.identifier.eissn2498-700X
dc.identifier.issue3
dc.identifier.jtitleInternational Journal of Engineering and Management Sciences
dc.identifier.urihttps://hdl.handle.net/2437/376143
dc.identifier.volume8
dc.languageen
dc.relationhttps://ojs.lib.unideb.hu/IJEMS/article/view/12308
dc.rights.accessOpen Access
dc.rights.ownerIstván Ecsedi, Attila Baksa, Ákos József Lengyel, Dávid Gönczi
dc.subjectComposite beam-columnen
dc.subjectaxial loaden
dc.subjectComposite beam-columnhu
dc.subjectaxial loadhu
dc.titleAnalytical Solution for the Two-Layered Composite Beam-Column with Interlayer Slip and Constant Axial Loaden
dc.typefolyóiratcikkhu
dc.typearticleen
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International Journal of Engineering and Management Sciences (DE-journals)