Elastic Buckling Analysis of Uniaxially Compressed CCCC Stiffened Isotropic Plates-Reference-Cited by-同舟云学术

Elastic Buckling Analysis of Uniaxially Compressed CCCC Stiffened Isotropic Plates

Published:2020-11-26 Issue:4 Volume:25 Page:84-95
ISSN:2353-9003
Container-title:International Journal of Applied Mechanics and Engineering
language:en
Short-container-title:

Author:

Ibeabuchi V.T.¹,Ibearugbulem O.M.²,Ezeah C.³,Ugwu O.O.³

Affiliation:

1. Department of Civil Engineering , Alex Ekwueme Federal University Ndufu Alike , Nigeria

2. Department of Civil Engineering , Federal University of Technlogy Owerri , P.M.B. 1526, Owerri, Imo State , Nigeria

3. Department of Civil Engineering , Alex Ekwueme Federal University Ndufu Alike , P.M.B. 1010 , Abakaliki , Nigeria

Abstract

Abstract This paper reports a research study that investigated buckling of stiffened rectangular isotropic plates elastically restrained along all the edges (CCCC) under uniaxial in-plane load, using the work principle approach. The stiffeners were assumed to be rigidly connected to the plate. Analyses for critical buckling of stiffened plates were carried out by varying parameters, such as the number of stiffeners, stiffness properties and aspect ratios. The study involved a theoretical derivation of a peculiar shape function by applying the boundary conditions of the plate on Taylor Maclaurin’s displacement function and substituted on buckling equation derived to obtain buckling solutions. The present solutions were validated using a trigonometric function in the energy method from previous works. Coefficients, K, were compared for various numbers of stiffeners and the maximum percentage difference obtained within the range of aspect ratios of 1.0 to 2.0 is shown in Figs 2 - 7. A number of numerical examples were presented to demonstrate the accuracy and convergence of the current solutions.

Publisher

Walter de Gruyter GmbH

Subject

Fluid Flow and Transfer Processes,Transportation,Civil and Structural Engineering

Link

https://www.sciendo.com/pdf/10.2478/ijame-2020-0051

Reference16 articles.

1. [1] Zhang K. and Lin T.R. (2019): Analytical study of vibration response of a beam stiffened Mindlin plate. – Applied Acoustics, vol.155, pp.32-43.10.1016/j.apacoust.2019.05.004

2. [2] Guo M. and Harik I.E. (1992): Stability of eccentrically stiffened plates. – Thin-Walled Structures, vol.14, pp.1-20.10.1016/0263-8231(92)90051-W

3. [3] Wang X. and Yuan Z. (2018): A novel weak form three-dimensional quadrature element solution for vibrations of elastic solids with different boundary conditions. – Finite Elements in Analysis and Design, vol.141, pp.70-83.10.1016/j.finel.2017.11.005

4. [4] Bisagni C. and Vescovini R. (2009): Analytical formulation for local buckling and post-buckling analysis of stiffened laminated panels. – Thin-Walled Structures, vol.47, pp.318-334.10.1016/j.tws.2008.07.006

5. [5] Deng J., Wang X., Yuan Z. and Zhou G. (2019): Novel quadrature element formulation for simultaneous local and global buckling analysis of eccentrically stiffened plates. – Aerospace Science and Technology, vol.87, pp.154-166.10.1016/j.ast.2019.02.019

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