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On the buckling analysis of isotropic, transversely isotropic and laminated rectangular plates via Reddy plate theory: an exact closed-form procedure
2012 (English)In: Proceedings of the Institution of mechanical engineers. Part C, journal of mechanical engineering science, ISSN 0954-4062, E-ISSN 2041-2983, Vol. 226, no 5, p. 1210-1224Article in journal (Refereed) Published
Abstract [en]

Based on Reddy's third-order shear deformation theory, an exact closed-form solution is proposed to describe linear buckling of transversely isotropic laminated rectangular plates under either mono- or bi-axial compressive in-plane loads. To this end, the coupled governing equations are exactly converted to two sets of uncoupled equations for in-plane and transverse deformations of symmetric laminated plates. The new uncoupled equations are analytically solved by applying both Navier and Lévy-type solution methods. The validity and high accuracy of the current exact solution are evaluated by comparing the present results with their counterparts reported in literature.

Place, publisher, year, edition, pages
2012. Vol. 226, no 5, p. 1210-1224
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Building Technologies
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URN: urn:nbn:se:ltu:diva-7243DOI: 10.1177/0954406211422661Local ID: 59440ccf-c976-40c2-b894-a6196540b0b6OAI: oai:DiVA.org:ltu-7243DiVA, id: diva2:980132
Note
Upprättat; 2012; 20121010 (rasata)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-06-11Bibliographically approved

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Atashipour, Seyed Rasoul

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