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...

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Bibliographic Details
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