Évf. 8 szám 3 (2023)

Gépészeti és járműmérnöki tudományok

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

Megjelent:

2023-09-29

https://doi.org/10.21791/IJEMS.2023.022

Szerzők

Ecsedi István,

University of Miskolc, Faculty of Mechanical Engineering and Informatics, Institute of Applied Mechanics

Baksa Attila,

University of Miskolc, Faculty of Mechanical Engineering and Informatics, Institute of Applied Mechanics

Lengyel Ákos József,

University of Miskolc, Faculty of Mechanical Engineering and Informatics, Institute of Applied Mechanics

Gönczi Dávid

University of Miskolc, Faculty of Mechanical Engineering and Informatics, Institute of Applied Mechanics

Megtekintés

PDF (Angol)

Kulcsszavak

Composite beam-column axial load

Licenc

Copyright (c) 2023 István Ecsedi, Attila Baksa, Ákos József Lengyel, Dávid Gönczi

This work is licensed under a Creative Commons Attribution 4.0 International License.

Hogyan hivatkozzuk

Kiválasztott formátum: APA

Ecsedi, I., Baksa, A., Lengyel, Ákos J., & Gönczi, D. (2023). An Analytical Solution for the Two-Layered Composite Beam-Column with Interlayer Slip and Constant Axial Load. International Journal of Engineering and Management Sciences, 8(3), 14-31. https://doi.org/10.21791/IJEMS.2023.022

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Beküldött 2023-01-17
Elfogadott 2023-01-30
Publikált 2023-09-29

Absztrakt

The 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.

Hivatkozások

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