Thermomechanical buckling oftemperature-dependent FGM beams

Buckling of beams made of functionally graded materials (FGM) under thermomechanical loading is analyzed herein. Properties of the constituents are considered to be functions of temperature and thickness coordinate. The derivation of the equations is based on the Timoshenko beam theory, where the ef...

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Main Authors: Y. Kiani, M.R. Eslami
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252013000200001&lng=en&tlng=en
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spelling doaj-d234aa96997e449ba39f27e8e84de65c2020-11-25T02:20:58ZengMarcílio AlvesLatin American Journal of Solids and Structures1679-782510222324610.1590/S1679-78252013000200001S1679-78252013000200001Thermomechanical buckling oftemperature-dependent FGM beamsY. Kiani0M.R. Eslami1Amirkabir University of TechnologyAmirkabir University of TechnologyBuckling of beams made of functionally graded materials (FGM) under thermomechanical loading is analyzed herein. Properties of the constituents are considered to be functions of temperature and thickness coordinate. The derivation of the equations is based on the Timoshenko beam theory, where the effect of shear is included. It is assumed that the mechanical and thermal nonhomogeneous properties of beam vary smoothly by distribution of the power law index across the thickness of the beam. The equilibrium and stability equations for an FGM beam are derived and the existence of bifurcation buckling is examined. The beam is assumed under three types of thermal loadings; namely, the uniform temperature rise, heat conduction across the thickness, and linear distribution across the thickness. Various types of boundary conditions are assumed for the beam with combination of roller, clamped, and simply-supported edges. In each case of boundary conditions and loading, closed form solutions for the critical buckling temperature of the beam is presented. The results are compared with the isotropic homogeneous beams, that are reported in the literature, by reducing the results of the functionally graded beam to the isotropic homogeneous beam.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252013000200001&lng=en&tlng=enBucklingTimoshenko beam theoryFunctionally graded materialTemperature Dependency
collection DOAJ
language English
format Article
sources DOAJ
author Y. Kiani
M.R. Eslami
spellingShingle Y. Kiani
M.R. Eslami
Thermomechanical buckling oftemperature-dependent FGM beams
Latin American Journal of Solids and Structures
Buckling
Timoshenko beam theory
Functionally graded material
Temperature Dependency
author_facet Y. Kiani
M.R. Eslami
author_sort Y. Kiani
title Thermomechanical buckling oftemperature-dependent FGM beams
title_short Thermomechanical buckling oftemperature-dependent FGM beams
title_full Thermomechanical buckling oftemperature-dependent FGM beams
title_fullStr Thermomechanical buckling oftemperature-dependent FGM beams
title_full_unstemmed Thermomechanical buckling oftemperature-dependent FGM beams
title_sort thermomechanical buckling oftemperature-dependent fgm beams
publisher Marcílio Alves
series Latin American Journal of Solids and Structures
issn 1679-7825
description Buckling of beams made of functionally graded materials (FGM) under thermomechanical loading is analyzed herein. Properties of the constituents are considered to be functions of temperature and thickness coordinate. The derivation of the equations is based on the Timoshenko beam theory, where the effect of shear is included. It is assumed that the mechanical and thermal nonhomogeneous properties of beam vary smoothly by distribution of the power law index across the thickness of the beam. The equilibrium and stability equations for an FGM beam are derived and the existence of bifurcation buckling is examined. The beam is assumed under three types of thermal loadings; namely, the uniform temperature rise, heat conduction across the thickness, and linear distribution across the thickness. Various types of boundary conditions are assumed for the beam with combination of roller, clamped, and simply-supported edges. In each case of boundary conditions and loading, closed form solutions for the critical buckling temperature of the beam is presented. The results are compared with the isotropic homogeneous beams, that are reported in the literature, by reducing the results of the functionally graded beam to the isotropic homogeneous beam.
topic Buckling
Timoshenko beam theory
Functionally graded material
Temperature Dependency
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252013000200001&lng=en&tlng=en
work_keys_str_mv AT ykiani thermomechanicalbucklingoftemperaturedependentfgmbeams
AT mreslami thermomechanicalbucklingoftemperaturedependentfgmbeams
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