Vibration and Buckling Analysis of Functionally Graded Plates Using New Eight-Unknown Higher Order Shear Deformation Theory
Author:
Affiliation:
1. Ha Noi University of Science and Technology, Viet Nam
2. University of Civil Engineering, Viet Nam
3. Construction Technical College No.1, Viet Nam
Publisher
FapUNIFESP (SciELO)
Subject
Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering
Link
http://www.scielo.br/pdf/lajss/v13n3/1679-7825-lajss-13-03-00456.pdf
Reference13 articles.
1. Levy-type solution for buckling analysis of thick functionally graded rectangular plates based on the higher-order shear deformation plate theory;Bodaghi M.;Applied Mathematical Modelling,2010
2. Study on the free vibration of thick functionally graded rectangular plates according to a new exact closed-form procedure;Hosseini-Hashemi S.;Composite Structures,2011
3. A new exact analytical approach for free vibration of Reissner-Mindlin functionally graded rectangular plates;Hosseini-Hashemi S.;International Journal of Mechanical Science,2011
4. Higher order shear and normal deformation theory for natural frequency of functionally graded rectangular plates;Jha D.K.;Nuclear Engineering and Design,2012
5. Analytical solutions for bending, vibration, and buckling of FGM plates using a couple stress-based third-order theory;Kim J.;Composite Structures,2013
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