Version 1
: Received: 22 January 2021 / Approved: 25 January 2021 / Online: 25 January 2021 (14:09:44 CET)
Version 2
: Received: 15 September 2021 / Approved: 15 September 2021 / Online: 15 September 2021 (15:33:01 CEST)
Version 3
: Received: 6 October 2022 / Approved: 7 October 2022 / Online: 7 October 2022 (10:34:31 CEST)
How to cite:
Fogang, V. An Exact Solution to the Free Vibration Analysis of a Uniform Timoshenko Beam Using an Analytical Approach. Preprints2021, 2021010501. https://doi.org/10.20944/preprints202101.0501.v1
Fogang, V. An Exact Solution to the Free Vibration Analysis of a Uniform Timoshenko Beam Using an Analytical Approach . Preprints 2021, 2021010501. https://doi.org/10.20944/preprints202101.0501.v1
Fogang, V. An Exact Solution to the Free Vibration Analysis of a Uniform Timoshenko Beam Using an Analytical Approach. Preprints2021, 2021010501. https://doi.org/10.20944/preprints202101.0501.v1
APA Style
Fogang, V. (2021). <strong></strong>An Exact Solution to the Free Vibration Analysis of a Uniform Timoshenko Beam Using an Analytical Approach<strong> </strong>. Preprints. https://doi.org/10.20944/preprints202101.0501.v1
Chicago/Turabian Style
Fogang, V. 2021 "<strong></strong>An Exact Solution to the Free Vibration Analysis of a Uniform Timoshenko Beam Using an Analytical Approach<strong> </strong>" Preprints. https://doi.org/10.20944/preprints202101.0501.v1
Abstract
This study presents an analytical solution to the free vibration analysis of a uniform Timoshenko beam. The Timoshenko beam theory covers cases associated with small deflections based on shear deformation and rotary inertia considerations. A material law combining bending, shear, curvature, and natural frequency is presented. This complete study is based on this material law and closed-form solutions are found. The free vibration response of single-span systems, as well as that of spring-mass systems, is analyzed. Closed-form formulations of matrices expressing the boundary conditions are presented; the natural frequencies are determined by solving the eigenvalue problem. First-order dynamic stiffness matrices in local coordinates are determined. Finally, second-order analysis of beams resting on an elastic Winkler foundation is conducted.
Keywords
Timoshenko beam; rotary inertia; bending shear curvature natural frequency relationship; spring mass system vibration; closed-form solutions; first-order dynamic stiffness matrix; second-order vibration analysis
Subject
Engineering, Automotive Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.