Free vibrations of planar serial frame structures in the case of axially functionally graded materials

This paper considers the problem of modal analysis and finding the closed-form solution to free vibrations of planar serial frame structures composed of Euler–Bernoulli beams of variable cross-sectional geometric characteristics in the case of axially functionally graded materials. Each of these bea...

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Main Authors: Obradović Aleksandar, Šalinić Slaviša, Tomović Aleksandar
Format: Article
Language:English
Published: Serbian Society of Mechanics & Mathematical Institute of the Serbian Academy of Sciences and Arts, Belgrade 2020-01-01
Series:Theoretical and Applied Mechanics
Subjects:
Online Access:http://www.doiserbia.nb.rs/img/doi/1450-5584/2020/1450-55842000017O.pdf
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spelling doaj-00f8607d797e402ab7fc33220695d02f2021-04-02T19:55:57ZengSerbian Society of Mechanics & Mathematical Institute of the Serbian Academy of Sciences and Arts, BelgradeTheoretical and Applied Mechanics1450-55842406-09252020-01-0147222123910.2298/TAM2000017O1450-55842000017OFree vibrations of planar serial frame structures in the case of axially functionally graded materialsObradović Aleksandar0Šalinić Slaviša1Tomović Aleksandar2Faculty of Mechanical Engineering, University of Belgrade, Belgrade, SerbiaFaculty of Mechanical and Civil Engineering in Kraljevo, University of Kragujevac, Kraljevo, SerbiaFaculty of Mechanical Engineering, University of Belgrade, Belgrade, SerbiaThis paper considers the problem of modal analysis and finding the closed-form solution to free vibrations of planar serial frame structures composed of Euler–Bernoulli beams of variable cross-sectional geometric characteristics in the case of axially functionally graded materials. Each of these beams is performing coupled axial and bending vibrations, where coupling occurs due to the boundary conditions at their joints. The numerical procedure for solving the system of partial differential equations, after the separation of variables, is reduced to solving the two-point boundary value problem of ordinary linear differential equations with nonlinear coefficients and linear boundary conditions. In this case, it is possible to transfer the boundary conditions and reduce the problem to the Cauchy initial value problem. Also, it is possible to analyze the influence of different parameters on the structure dynamic behavior. The method is applicable in the case of different boundary conditions at the right and left ends of such structures, as illustrated by an appropriate numerical example.http://www.doiserbia.nb.rs/img/doi/1450-5584/2020/1450-55842000017O.pdffree vibrationsplanar serial frame structuresaxially functionally graded materials
collection DOAJ
language English
format Article
sources DOAJ
author Obradović Aleksandar
Šalinić Slaviša
Tomović Aleksandar
spellingShingle Obradović Aleksandar
Šalinić Slaviša
Tomović Aleksandar
Free vibrations of planar serial frame structures in the case of axially functionally graded materials
Theoretical and Applied Mechanics
free vibrations
planar serial frame structures
axially functionally graded materials
author_facet Obradović Aleksandar
Šalinić Slaviša
Tomović Aleksandar
author_sort Obradović Aleksandar
title Free vibrations of planar serial frame structures in the case of axially functionally graded materials
title_short Free vibrations of planar serial frame structures in the case of axially functionally graded materials
title_full Free vibrations of planar serial frame structures in the case of axially functionally graded materials
title_fullStr Free vibrations of planar serial frame structures in the case of axially functionally graded materials
title_full_unstemmed Free vibrations of planar serial frame structures in the case of axially functionally graded materials
title_sort free vibrations of planar serial frame structures in the case of axially functionally graded materials
publisher Serbian Society of Mechanics & Mathematical Institute of the Serbian Academy of Sciences and Arts, Belgrade
series Theoretical and Applied Mechanics
issn 1450-5584
2406-0925
publishDate 2020-01-01
description This paper considers the problem of modal analysis and finding the closed-form solution to free vibrations of planar serial frame structures composed of Euler–Bernoulli beams of variable cross-sectional geometric characteristics in the case of axially functionally graded materials. Each of these beams is performing coupled axial and bending vibrations, where coupling occurs due to the boundary conditions at their joints. The numerical procedure for solving the system of partial differential equations, after the separation of variables, is reduced to solving the two-point boundary value problem of ordinary linear differential equations with nonlinear coefficients and linear boundary conditions. In this case, it is possible to transfer the boundary conditions and reduce the problem to the Cauchy initial value problem. Also, it is possible to analyze the influence of different parameters on the structure dynamic behavior. The method is applicable in the case of different boundary conditions at the right and left ends of such structures, as illustrated by an appropriate numerical example.
topic free vibrations
planar serial frame structures
axially functionally graded materials
url http://www.doiserbia.nb.rs/img/doi/1450-5584/2020/1450-55842000017O.pdf
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