z-logo
open-access-imgOpen Access
Geometrical Influence on Stability of FGM Beams under Vibration
Author(s) -
S. N. Padhi,
K. S. Raghu Ram,
G. Bhavani,
K. Suresh,
V. V. K. Lakshmi,
Trilochan Rout
Publication year - 2020
Publication title -
international journal of innovative technology and exploring engineering
Language(s) - English
Resource type - Journals
ISSN - 2278-3075
DOI - 10.35940/ijitee.b7836.029420
Subject(s) - beam (structure) , stability (learning theory) , power law , floquet theory , vibration , finite element method , exponential function , material properties , materials science , hamilton's principle , pareto distribution , buckling , timoshenko beam theory , equations of motion , mechanics , mathematics , structural engineering , mathematical analysis , classical mechanics , physics , composite material , engineering , computer science , statistics , nonlinear system , quantum mechanics , machine learning
In this paper the influence of geometry on the stability of a functionally graded material rotating beam is reported. The equation of motion is formulated using Hamilton’s principle in association with finite element analyses. Floquet’s theory was used for establishing the stability boundaries. The properties of functionally graded ordinary (FGO) and functionally graded sandwich (FGSW) beams under consideration are assumed to be graded following either power law or exponential law across the thickness of the beam. The effect of geometry in terms of slenderness parameter on the dynamic stability of both FGO & FGSW beams have been investigated. The increase in slenderness parameter enhances the stability of both the FGO and FGSW beams. Further it has been observed that exponential distribution of properties ensures better stability compared to power law distribution of properties.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here