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Levy-type solution for bending-stretching of thick functionally graded rectangular plates based on third-order shear deformation theory
2012 (English)In: Mechanics of Advanced Materials and Structures, ISSN 1537-6494, E-ISSN 1537-6532, Vol. 19, no 8, p. 577-589Article in journal (Refereed) Published
Abstract [en]

In this article, an analytical approach for bending-stretching analysis of thick functionally graded rectangular plates is presented. The governing equilibrium equations are obtained based on the third-order shear deformation plate theory. Introducing four new analytical functions and doing some algebraic operations, five highly coupled governing equilibrium equations are converted into two independent partial differential equations in terms of transverse displacement and a new function, called boundary layer function. Reformulated equations are solved analytically for the functionally graded rectangular plates with two opposite edges simply supported. Some important numerical results for stress components, deflection, and the boundary layer function are presented.

Place, publisher, year, edition, pages
2012. Vol. 19, no 8, p. 577-589
National Category
Building Technologies
Identifiers
URN: urn:nbn:se:ltu:diva-8478DOI: 10.1080/15376494.2011.563409ISI: 000308444600001Scopus ID: 2-s2.0-84866393975Local ID: 6fe86756-1556-4214-8821-8cb889797d7eOAI: oai:DiVA.org:ltu-8478DiVA, id: diva2:981416
Note

Upprättat; 2012; 20121010 (rasata)

Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2023-08-02Bibliographically approved

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Atashipour, Seyed Rasoul

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