An exact solution of mechanical buckling for functionally graded material bimorph circular plates

Presented herein is the exact solution of mechanical buckling response of FGM (Functionally Graded Material) bimorph circular plates, performed under uniform radial compression, by means of the classic theory and the non-linear Von-Karman assumptions, for both simply supported and clamped boundary c...

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Main Authors: Jafar Eskandari Jam, Mahmood Khosravi, Nader Namdaran
Format: Article
Language:English
Published: Association of Metallurgical Engineers of Serbia 2013-03-01
Series:Metallurgical & Materials Engineering
Subjects:
Online Access:http://metall-mater-eng.com/index.php/home/article/view/198
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spelling doaj-c502666a2d854ce9b094417d162880e92020-11-24T21:52:00ZengAssociation of Metallurgical Engineers of SerbiaMetallurgical & Materials Engineering2217-89612013-03-011914564194An exact solution of mechanical buckling for functionally graded material bimorph circular platesJafar Eskandari JamMahmood KhosraviNader NamdaranPresented herein is the exact solution of mechanical buckling response of FGM (Functionally Graded Material) bimorph circular plates, performed under uniform radial compression, by means of the classic theory and the non-linear Von-Karman assumptions, for both simply supported and clamped boundary conditions. Material properties are assumed to be symmetric with respect to the middle surface and are graded in the thickness direction according to a simple power law, in a way that the middle surface is pure metal and the two sides are pure ceramic. Using the energy method the non-linear equilibrium equations are derived and the stability equations have been used, so as to determine the critical buckling pressure, considering the adjacent equilibrium criterion, and finally a closed-form solution has been achieved for it. The effect of different factors, including thickness to radius variation rate of the plate, volumetric percentage of material index, and Poisson's ratio on the critical buckling compression have been investigated for two simply supported and clamped boundary conditions, and the resultshttp://metall-mater-eng.com/index.php/home/article/view/198Mechanical buckling analysis, circular plates, functionally graded materials, classic theory.
collection DOAJ
language English
format Article
sources DOAJ
author Jafar Eskandari Jam
Mahmood Khosravi
Nader Namdaran
spellingShingle Jafar Eskandari Jam
Mahmood Khosravi
Nader Namdaran
An exact solution of mechanical buckling for functionally graded material bimorph circular plates
Metallurgical & Materials Engineering
Mechanical buckling analysis, circular plates, functionally graded materials, classic theory.
author_facet Jafar Eskandari Jam
Mahmood Khosravi
Nader Namdaran
author_sort Jafar Eskandari Jam
title An exact solution of mechanical buckling for functionally graded material bimorph circular plates
title_short An exact solution of mechanical buckling for functionally graded material bimorph circular plates
title_full An exact solution of mechanical buckling for functionally graded material bimorph circular plates
title_fullStr An exact solution of mechanical buckling for functionally graded material bimorph circular plates
title_full_unstemmed An exact solution of mechanical buckling for functionally graded material bimorph circular plates
title_sort exact solution of mechanical buckling for functionally graded material bimorph circular plates
publisher Association of Metallurgical Engineers of Serbia
series Metallurgical & Materials Engineering
issn 2217-8961
publishDate 2013-03-01
description Presented herein is the exact solution of mechanical buckling response of FGM (Functionally Graded Material) bimorph circular plates, performed under uniform radial compression, by means of the classic theory and the non-linear Von-Karman assumptions, for both simply supported and clamped boundary conditions. Material properties are assumed to be symmetric with respect to the middle surface and are graded in the thickness direction according to a simple power law, in a way that the middle surface is pure metal and the two sides are pure ceramic. Using the energy method the non-linear equilibrium equations are derived and the stability equations have been used, so as to determine the critical buckling pressure, considering the adjacent equilibrium criterion, and finally a closed-form solution has been achieved for it. The effect of different factors, including thickness to radius variation rate of the plate, volumetric percentage of material index, and Poisson's ratio on the critical buckling compression have been investigated for two simply supported and clamped boundary conditions, and the results
topic Mechanical buckling analysis, circular plates, functionally graded materials, classic theory.
url http://metall-mater-eng.com/index.php/home/article/view/198
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