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Elastic buckling analysis of uniaxially compressed CCCC stiffened isotropic plates

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Języki publikacji
EN
Abstrakty
EN
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.
Rocznik
Strony
84--95
Opis fizyczny
Bibliogr. 16 poz., rys., wykr.
Twórcy
  • Department of Civil Engineering Alex Ekwueme Federal University Ndufu Alike NIGERIA
  • Department of Civil Engineering Federal University of Technlogy Owerri P.M.B. 1526, Owerri, Imo State, NIGERIA
autor
  • Department of Civil Engineering Alex Ekwueme Federal University Ndufu Alike P.M.B. 1010, Abakaliki, NIGERIA
autor
  • Department of Civil Engineering Alex Ekwueme Federal University Ndufu Alike P.M.B. 1010, Abakaliki, NIGERIA
Bibliografia
  • [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.
  • [2] Guo M. and Harik I.E. (1992): Stability of eccentrically stiffened plates. − Thin-Walled Structures, vol.14, pp.1-20.
  • [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.
  • [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.
  • [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.
  • [6] Timoshenko S.P. and Gere J.M. (1961): Theory of Elastic Stability. – New York: McGraw-Hill.
  • [7] Geier B. and Singh G. (1997): Some simple solutions for buckling loads of thin and moderately thick cylindrical shells and panels made of laminated composite material. – Aerospace Science and Technology, vol.1, pp.47-63.
  • [8] Pevzner P., Abramovich H. and Weller T. (2008): Calculation of the collapse load of an axially compressed laminated composite stringer-stiffened curved panel - An engineering approach. – Composite Structures, vol.83, pp.341-353.
  • [9] Ventsel E. and Krauthammer T. (2001): Thin Plates and Shells: Theory, Analysis and Applications. – New York: Marcel Dekker.
  • [10] Nildem T.I. (2010): Determination of thickness and stiffener locations for optimization of critical buckling load of stiffened plates. – Scientific Research and Essay, vol.5, pp.897-910.
  • [11] ANSI/AISC 360-16 (2016): Specification for structural steel buildings.
  • [12] AASHTO (2014): LRFD Bridge Design Specifications, 7th edition.
  • [13] Ibearugbulem, O.M, Ibeabuchi, V.T. and Njoku, K.O. (2014): Buckling analysis of SSSS stiffened rectangular isotropic plates using work principle approach. – International Journal of Innovative Research & Development, vol.3, No.11, pp.169-176.
  • [14] Ibearugbulem O.M., Osadebe N.N., Ezeh J.C. and Onwuka D.O. (2011): Buckling analysis of axially compressed SSSS thin rectangular plate using Taylor-Mclaurin shape function. – International Journal of Civil and Structural Engineering, vol.2, No.2, pp.667-672.
  • [15] Eziefula U.G., Onwuka D.O. and Ibearugbulem O.M. (2017): Work principle in inelastic buckling analysis of axially compressed rectangular plates.– World Journal of Engineering, vol.14, No.2, pp.95-100.
  • [16] Iyengar N.G.R. (1988): Structural Stability of Columns and Plates.– Chichester: Ellis Horwood.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-75a62392-9ced-44e5-a82a-8bfe6930961f
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