An Analytical Solution for the Two-Layered Composite Beam-Column with Interlayer Slip and Constant Axial Load
In: International Journal of Engineering and Management Sciences, Jg. 8 (2023-09-01), Heft 3
Online
academicJournal
Zugriff:
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.
Titel: |
An Analytical Solution for the Two-Layered Composite Beam-Column with Interlayer Slip and Constant Axial Load
|
---|---|
Autor/in / Beteiligte Person: | Ecsedi, István ; Baksa, Attila ; Ákos József Lengyel ; Gönczi, Dávid |
Link: | |
Zeitschrift: | International Journal of Engineering and Management Sciences, Jg. 8 (2023-09-01), Heft 3 |
Veröffentlichung: | Faculty of Engineering, University of Debrecen, 2023 |
Medientyp: | academicJournal |
ISSN: | 2498-700X (print) |
DOI: | 10.21791/IJEMS.2023.022 |
Schlagwort: |
|
Sonstiges: |
|