Three-Dimensional Buckling Analysis of Rectangular Plates with In-Plane Compressive Loads

2010 ◽  
Author(s):  
Qian Li ◽  
Vai Pan Iu ◽  
Jane W. Z. Lu ◽  
Andrew Y. T. Leung ◽  
Vai Pan Iu ◽  
...  
Keyword(s):  
Three Dimensional ◽  
Buckling Analysis ◽  
Rectangular Plates ◽  
Compressive Loads

802 Secondary Buckling Analysis of Cross-Ply Laminated Rectangular Plates under Biaxial Compressive Loads

2010 ◽  
Vol 2010.18 (0) ◽  
pp. 213-214
Author(s):  
Hiroshi NISHIOKA ◽  
Sho ENDO ◽  
Keiichi NEMOTO ◽  
Hirakazu KASUYA
Keyword(s):  
Buckling Analysis ◽  
Rectangular Plates ◽  
Compressive Loads

scholarly journals Three-Dimensional Buckling Analysis of Functionally Graded Saturated Porous Rectangular Plates under Combined Loading Conditions

2021 ◽  
Vol 11 (21) ◽  
pp. 10434
Author(s):  
Faraz Kiarasi ◽  
Masoud Babaei ◽  
Kamran Asemi ◽  
Rossana Dimitri ◽  
Francesco Tornabene
Keyword(s):  
Three Dimensional ◽  
Functionally Graded ◽  
Constitutive Law ◽  
Combined Loading ◽  
Rectangular Plates ◽  
Loading Conditions ◽  
Classical Elasticity ◽  
Novel Approach ◽  
Buckling Behavior ◽  
Generalized Differential

The present work studies the buckling behavior of functionally graded (FG) porous rectangular plates subjected to different loading conditions. Three different porosity distributions are assumed throughout the thickness, namely, a nonlinear symmetric, a nonlinear asymmetric and a uniform distribution. A novel approach is proposed here based on a combination of the generalized differential quadrature (GDQ) method and finite elements (FEs), labeled here as the FE-GDQ method, while assuming a Biot’s constitutive law in lieu of the classical elasticity relations. A parametric study is performed systematically to study the sensitivity of the buckling response of porous structures, to different input parameters, such as the aspect ratio, porosity and Skempton coefficients, along with different boundary conditions (BCs) and porosity distributions, with promising and useful conclusions for design purposes of many engineering structural porous members.

Asymptotic post-buckling analysis of rectangular plates by HC finite elements

1995 ◽  
Vol 38 (14) ◽  
pp. 2325-2345 ◽  
Author(s):  
Antonio D. Lanzo ◽  
Giovanni Garcea ◽  
Raffaele Casciaro
Keyword(s):  
Finite Elements ◽  
Buckling Analysis ◽  
Rectangular Plates ◽  
Post Buckling

Levy Solution for Buckling Analysis of Functionally Graded Rectangular Plates

2009 ◽  
Vol 17 (2) ◽  
pp. 81-93 ◽  
Author(s):  
Meisam Mohammadi ◽  
Ali Reza Saidi ◽  
Emad Jomehzadeh
Keyword(s):  
Buckling Analysis ◽  
Functionally Graded ◽  
Rectangular Plates
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