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Tytuł artykułu

Dynamical analysis of stiffened plates under patch loading

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The vibration characteristics of stiffened plates with cutouts subjected to in-plane partial edge loadings at one end at the plate boundaries are studied using the finite element method. Buckling loads and vibration frequencies are determined for different cutout ratios and extent of partial edge loading at one end. In the structural modelling, the plate and the stiffeners are treated as separate elements where the compatibility between these two types of elements is maintained. The main elegance of the formulation lies in the treatment of the stiffeners. The stiffeners can be placed anywhere within the plate element, and need not be placed on the nodal lines. The vibration characteristics are discussed and the results are compared with those available in the literature. Numerical results are presented for a range of cutout to plate size from 0 to 0.8.
Rocznik
Strony
537--553
Opis fizyczny
Bibliogr. 20 poz., rys., tab., wykr.
Twórcy
  • Civil Engineering Department N. I. T. Jamshedpur- 831014, India
autor
  • Research Scholar N.I.T. jamshedpur-831014, India
autor
  • Research Scholar N.I.T. jamshedpur-831014, India
Bibliografia
  • Ali R. and Atwal S.J. (1980): Prediction of natural frequencies of rectangular plates with rectangular cutouts. - Computer and Structures, vol.12, pp.819-823.
  • Corr R.B. and Jennings A.A. (1976): Simultaneous iteration for symmetric eigen value problem. - Int. Journal of Numerical Method Engng., vol.10, pp.647-663.
  • Dickinson S.M. and Kalidas M.M. (1981): Vibration and buckling calculation for rectangular plates subjected tocomplicated in-plane stress distribution by using numerical integration in a Rayleigh- Ritz analysis. - Journal of Sound and Vibration, vol.75, pp.151-162.
  • Deolasi P.K., Datta P.K. and Prabhakar D.L. (1995): Buckling and vibration of rectangular plates subjected to partialedge loading (Compression or tension). - Journal of Structural Engineering, vol.22, No.3, pp.135-144.
  • Lam K.Y. and Hung K.C (1990): Vibration study on plates with stiffened openings using orthogonal polynomials andpartitioning method. - Computer and Structures, vol.33, No.3, pp.295-301.
  • Leggett D.M.A. (1937): The effect of two isolated forces on the elastic stability of a flat rectangular plate. -Proceeding of the Cambridge Philosophical Society, vol.33, pp.325-329.
  • Mei C. and Yang T.Y. (1972): Free vibration of finite element plates subjected to complex middle plane force system. - Journal of Sound and Vibration, vol.23, No.2, pp.145-156.
  • Monahan I.J., Nemergut P.J. and Maddux G.E. (1970): Natural frequencies and mode shapes of plates with interiorcutouts. - The Shock and Vibration Bulletin, vol.41, pp.37-49.
  • Mukhopadhyay M. and Mukharjee (1990): A finite element buckling analysis of stiffened plates. - Computer and Structures, vol.34, No.6, pp.795-803.
  • Mundkur G., Bhat R.B. and Neria S. (1994): Vibration of plates with cutouts using boundary characteristics orthogonalpolynomial functions in the Rayleigh-Ritz method. - Journal of Sound and Vibration, vol.176, No.1, pp.136-144.
  • Paramsivam P. and Sridhar Rao J.K. (1969): Free vibration of rectangular plates of abruptly varying stiffnesses. - International Journal of Mechanical Sciences, vol.11, pp.885-895.
  • Paramasivam P. (1973): Free vibration of square plate with square openings. - Journal of Sound and Vibration, vol.30, No.2, pp.173-178.
  • Ritchie D. and Rhodes J. (1975): Buckling and post-buckling behaviour of plates with holes. - Aeronautical Quarterly, vol.24, pp.281-296.
  • Shastry B.P. and Rao G.V. (1977): Vibration of thin rectangular plates with arbitrary oriented stiffeners. - Computer and Structures, vol.7, pp.627-629.
  • Sivasubramonian B., Kulkarni A.M. and Rao G.V. (1997): A free vibration of curved panels with cutout. - Journal of Sound and Vibration, vol.20, No.2, pp.227-234.
  • Srivastava A.K.L., Datta P.K. and Sheikh A.H. (2003): Vibration and dynamic instability of stiffened plates subjected toin-plane harmonic edge loading. - International Journal of Structural Stability and Dynamics, vol.2, No.2, pp.185-206.
  • Sundersasan P., Singh G. and Rao G.V. (1998): Buckling of moderately thick rectangular composite plates subjected topartial edge compression. - International Journal of Mechanical Sciences, vol.40, No.11, pp.1105-1117.
  • Timoshenko S.P. and Gere J.M. (1963): Theory of Elastic stability. (Second edition). - New York: McGraw-Hill.
  • Uenoya M. and Redwood R.G. (1986): Elastic-plastic shear buckling of square plates with circular holes. - Computer and Structures, vol.22, No.4, pp.589-594.
  • Yamaki N. (1953): Buckling of rectangular plate under locally distributed forces applied on the two opposite edges. - Report of the institute of High Speed Mechanics, Tohoko University, Japan, 26: 71-87 and No 27: 89-98.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4fe28474-5ba4-47a9-a25a-54f8fa73acd2
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