An Analytical Solution for Static Problems of Cantilever Curved Beams with Variable Cross Sections
This 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...
Main Authors: | István Ecsedi, Ákos Lengyel, Attila Baksa, Dávid Gönczi |
---|---|
Format: | Article |
Language: | English |
Published: |
Faculty of Engineering, University of Debrecen
2021-09-01
|
Series: | International Journal of Engineering and Management Sciences |
Subjects: | |
Online Access: | https://ojs.lib.unideb.hu/IJEMS/article/view/9744 |
Similar Items
-
An analytical solution for static problems of curved composite beams
by: Ecsedi István, et al.
Published: (2019-01-01) -
Pure Bending of Homogenous Isotropic Elastic Curved Beam
by: István Ecsedi, et al.
Published: (2023-12-01) -
Deformation of rotating two-layer curved composite beams
by: Ecsedi István, et al.
Published: (2019-01-01) -
An Analytical Solution for the Two-Layered Composite Beam-Column with Interlayer Slip and Constant Axial Load
by: István Ecsedi, et al.
Published: (2023-09-01) -
On the Torsional Rigidity of Orthotropic Beams with Rectangular Cross Section
by: Attila Baksa, et al.
Published: (2023-06-01)