Free vibration analysis of Euler-Bernoulli beams modeled by spatial-fractional differential equation

• Published in: Results in engineering Vol. 24; p. 102972
• Main Authors: Jafari, Azadeh, Aftabi Sani, Ahmad
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.12.2024; Elsevier
• Subjects: Euler-Bernoulli beam; Fractional calculus; Free vibration; Generalized Taylor's series; Left and right derivative; Free vibration; Generalized Taylor's series; Left and right derivative; Fractional calculus; Euler-Bernoulli beam
• ISSN: 2590-1230; 2590-1230
• DOI: 10.1016/j.rineng.2024.102972

In this article, a more accurate dynamic model of Euler-Bernoulli beam is proposed, based on the spatial-fractional derivatives. Firstly, the governing differential equation is derived. After that, this equation is solved by two different methods: the first method uses only the left fractional derivative, while the second method tends to use both the left and right fractional derivatives, simultaneously. In the second method, the location of the "switching point" which connects the left and right derivatives is treated as a variable parameter. The effect of this parameter is investigated by analyzing several beams. As numerical results, the natural frequencies and mode shapes of beams with different boundary conditions are presented. •The more accurate dynamic model for Euler-Bernoulli beam is proposed, based on the spatial-fractional derivatives.•The fractional equation is solved by two different methods: (1) only left derivative, (2) both left and right derivatives.•The effect of location of the "switching point" where connects the left and right derivatives is thoroughly investigated.