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A sub-parametric shear deformable element for free vibration analysis of thick/thin rectangular plates with tapered thickness

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Wybrane pełne teksty z tego czasopisma
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Języki publikacji
EN
Abstrakty
EN
A sub-parametric shear deformable element is proposed for free vibration analysis of isotropic plates with linearly varying thickness in one direction. The element has sixteen nodes and thirty-six degrees of freedom. The transverse displacement and bending rotations are taken as independent field variables. The polynomials used to express these variables are of the same order. The geometry of the element is defined by a polynomial of lower order than the polynomials used for field variables. The entire formulation is made based on first-order shear deformation theory (FSDT). The rotary inertia is included in the consistent mass matrix for the analysis. Isotropic plates with different thickness ratios (varying from 0.01 to 0.2), tapered ratios, aspect ratios and boundary conditions are analyzed. The results obtained by the present element show an excellent agreement with the available published results. Some numerical results have been given as new results.
Rocznik
Strony
901--913
Opis fizyczny
Bibliogr. 21 poz., wykr.
Twórcy
autor
  • Department of Applied Mechanics Bengal Engineering and Science University Howrah - 711 103, West Bengal, INDIA, mcmbecdu@lycos.com
Bibliografia
  • Batoz J.L., Bathe K.J. and Ho L.W. (1980): A study of three-node triangular plate bending elements. - International Journal for Numerical Methods in Engineering, vol.15, pp.1771-1812.
  • Bhashyam G.R. and Gallagher R.H. (1984): An approach to the inclusion of transverse shear deformation in finite element plate bending analysis. - Computers and Structures, vol.19, pp.35-40.
  • Cheung Y.K. and Chen W. (1989): Hybrid quadrilateral element based on Mindlin/Reissner plate theory. - Computers and Structures, vol.32, pp.327-339.
  • Cheung Y.K. and Zhou D. (1999): Eigen-frequencies of tapered rectangular plates with intermediate line supports. - Iternational Journal of Solids and Structures, vol.36, pp.143-166.
  • Corr R.B. and Jennings A. (1976): A simultaneous iteration algorithm for symmetric eigenvalue problems. - International Journal for Numerical Methods in Engineering, vol.10, pp.647-663.
  • Delpak R. (1967): Axi-symmetric vibration of shells of revolution by the finite element methods. - M. Sc. Thesis, University of Wales, Swansea.
  • Ergatoudis J.G. (1966): Quadrilateral elements in plane analysis and introduction to solid analysis. - M. Sc. Thesis, University of Wales, Swansea.
  • Hughes T.J.R. and Cohen M. (1978): The heterosis finite element for plate bending. - Computers and Structures, vol.9, pp.445-450.
  • Hughes T.J.R. and Tezduyaf T.E. (1981): Finite elements based on Mindlin plate theory with particular reference to the four-node bilinear isoparametric element. - Journal of Applied Mechanics, vol.48, pp.587-596.
  • Hrabok M.M. and Hrudey T.M. (1984): A review and catalogue of plate bending finite elements. - Computers and Structures, vol.19, pp.479-495.
  • Mizusawa T. (1993): Vibration of rectangular Mindlin plates with tapered thickness by the spline strip method. - Computers and Structures, vol.46, pp.451-463.
  • Pryor C.W., Barker R.M. and Frederick D. (1970): Finite element bending analysis of Reissner plate. - Journal of Engineering Mechanics, ASCE, vol.96, pp.967-983.
  • Pulmano V.A. and Gupta R.K. (1976): Vibration of tapered plates by finite strip method. - ASME Journal of Engineering Mechanics, vol.102, pp.553-559.
  • Pugh E.D.L., Hinton E. and Zienkiewicz O.C. (1987): A study of quadrilateral plate bending elements with reduced integration. - International Journal for Numerical Methods in Engineering, vol.12, pp.1059-1079.
  • Petrolito J. (1989): A modified ACM element for thick plate analysis. - Computers and Structures, vol.32, pp.1303-1309.
  • Rao G.V., Venkataramana J. and Raj I.S. (1974): A high precision triangular plate bending element for the analysis of thick plates. - Nuclear. Engineering Design, vol.30, pp.408-412.
  • Salerno V.L. and Goldberg M.A. (1968): Effect of shear deformations on the bending of rectangular plates. - Journal of Applied Mechanics, ASME, vol.27, pp.54-58.
  • Wang C.M., Reddy J.N. and Lee K.H. (2000): Shear deformable beams and plates. - Elsevier Science, Amsterdam - Luisiana, New York, Oxford.
  • Yuan F.G. and Miller R.E. (1989): A cubic triangular finite element for flat plate with shear. - International Journal for Numerical Methods in Engineering, vol.28, pp.109-126.
  • Zienkiewicz O.C. and Taylor R.L. (1988): The Finite Element Methods (Two Volumes). - New York: McGraw Hill.
  • Zhou D. (2002): Vibration of point supported rectangular plates with variable thickness using a set of static tapered beam functions. - International Journal of Mechanical Science, vol.44, pp.149-164.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ2-0023-0064
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