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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Serbian Society of Mechanics & Mathematical Institute of the Serbian Academy of Sciences and Arts, Belgrade
2020-01-01
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Online Access: | http://www.doiserbia.nb.rs/img/doi/1450-5584/2020/1450-55842000017O.pdf |
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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 |
work_keys_str_mv |
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1721548207039709184 |