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Probabilistic stability of uncertain composite plates and stochastic irregularity in their buckling mode shapes: A semi-analytical non-intrusive approach |
Arash Tavakoli MALEKI1, Hadi PARVIZ2, Akbar A. KHATIBI3(), Mahnaz ZAKERI1() |
1. Advanced Structures Research Laboratory, K. N. Toosi University of Technology, Tehran 16569-83911, Iran 2. Faculty of New Sciences and Technologies, University of Tehran, Tehran 16569-83911, Iran 3. School of Engineering, RMIT University, Melbourne VIC 3001, Australia |
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Abstract In this study, the mechanical properties of the composite plate were considered Gaussian random fields and their effects on the buckling load and corresponding mode shapes were studied by developing a semi-analytical non-intrusive approach. The random fields were decomposed by the Karhunen−Loève method. The strains were defined based on the assumptions of the first-order and higher-order shear-deformation theories. Stochastic equations of motion were extracted using Euler–Lagrange equations. The probabilistic response space was obtained by employing the non-intrusive polynomial chaos method. Finally, the effect of spatially varying stochastic properties on the critical load of the plate and the irregularity of buckling mode shapes and their sequences were studied for the first time. Our findings showed that different shear deformation plate theories could significantly influence the reliability of thicker plates under compressive loading. It is suggested that a linear relationship exists between the mechanical properties’ variation coefficient and critical loads’ variation coefficient. Also, in modeling the plate properties as random fields, a significant stochastic irregularity is obtained in buckling mode shapes, which is crucial in practical applications.
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Keywords
uncertain composite plate
stochastic assume mode method
Karhunen−Loève theorem
polynomial chaos approach
plate buckling
irregularity in buckling mode shapes
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Corresponding Author(s):
Akbar A. KHATIBI,Mahnaz ZAKERI
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Just Accepted Date: 07 December 2022
Online First Date: 13 February 2023
Issue Date: 03 April 2023
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