A theoretical analysis of flexional bending of Al/Al2O3 S-FGM thick beams

Sallai, B.; Tounsi, Abdelouahed; Mechab, Ismail; Mohamed, Bachir Bouiadjra; Meradjah, Mustapha; Abbas, Adda Bedia El

doi:10.1016/j.commatsci.2008.09.001

Cited by 126 publications

(22 citation statements)

References 24 publications

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“…Chung and Chen [10] applied a Fourier series expansion to the P-and S-FGM plates with uniform load. Oumrane et al [11] investigated the Al/Al 2 O 3 S-FGM thick beams, and studied the stresses dependent on the volume fraction index. Furthermore, Lee and Kim [12] presented snap-through instabilities of P-, S-and E-FGM panels in hypersonic flow.…”

Section: Introductionmentioning

confidence: 99%

Evaluation of homogenized effective properties for FGM panels in aero-thermal environments

Lee

Kim

2015

Composite Structures

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Section: Introductionmentioning

confidence: 99%

Evaluation of homogenized effective properties for FGM panels in aero-thermal environments

Lee

Kim

2015

Composite Structures

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“…The FSBT is the simplest model ( [1][2][3][4][5][6]), however it requires a suitable shear correction factor. To overcome this adverse, the HSBT ( [7][8][9][10][11][12][13][14][15][16][17][18][19]) refined the distribution of transverse shear stress through the beam depth and consequently no shear correction factor is needed. For thick FG beams, the normal strain effect becomes very important and should be considered ([20]).…”

Section: Introductionmentioning

confidence: 99%

An analytical solution for buckling and vibration analysis of functionally graded sandwich beams using a quasi-3D shear deformation theory

Nguyen

et al. 2016

Composite Structures

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Citation: Nguyen, Trung-Kien, Vo, Thuc, Nguyen, Ba-Duy and Lee, Jaehong (2016) An analytical solution for buckling and vibration analysis of functionally graded sandwich beams using a quasi-3D shear deformation theory. Composite Structures, Northumbria University has developed Northumbria Research Link (NRL) to enable users to access the University's research output. Copyright © and moral rights for items on NRL are retained by the individual author(s) and/or other copyright owners. Single copies of full items can be reproduced, displayed or performed, and given to third parties in any format or medium for personal research or study, educational, or not-for-profit purposes without prior permission or charge, provided the authors, title and full bibliographic details are given, as well as a hyperlink and/or URL to the original metadata page. The content must not be changed in any way. Full items must not be sold commercially in any format or medium without formal permission of the copyright holder. The full policy is available online: http://nrl.northumbria.ac.uk/policies.html This document may differ from the final, published version of the research and has been made available online in accordance with publisher policies. To read and/or cite from the published version of the research, please visit the publisher's website (a subscription may be required.)An analytical solution for buckling and vibration analysis of functionally graded sandwich beams using a quasi-3D shear deformation theory AbstractThis paper presents a Ritz-type analytical solution for buckling and free vibration analysis of functionally graded (FG) sandwich beams with various boundary conditions using a quasi-3D beam theory.It accounts a hyperbolic distribution of both axial and transverse displacements. Equations of motion are derived from Lagrange's equations. Two types of FG sandwich beams namely FG-faces ceramic-core (type A) and FG-core homogeneous-faces (type B) are considered. Numerical results are compared with earlier works and investigated effects of the power-law index, thickness ratio of layers, span-to-depth ratio and boundary conditions on the critical buckling loads and natural frequencies.

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“…According to [15], FGMs have great potential in many engineering sectors, such as aerospace, automobile and defense industries, as well as electronics and biomedics. Concerning FG elastoplastic materials, some works present in the scientific literature may be cited.…”

Section: Introductionmentioning

confidence: 99%

Large deformation analysis of functionally graded elastoplastic materials via solid tetrahedral finite elements

Pascon¹,

Coda

2015

Computers & Structures

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A theoretical analysis of flexional bending of Al/Al2O3 S-FGM thick beams

Cited by 126 publications

References 24 publications

Evaluation of homogenized effective properties for FGM panels in aero-thermal environments

Evaluation of homogenized effective properties for FGM panels in aero-thermal environments

An analytical solution for buckling and vibration analysis of functionally graded sandwich beams using a quasi-3D shear deformation theory

Large deformation analysis of functionally graded elastoplastic materials via solid tetrahedral finite elements

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