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Elastic buckling of perforated plates subjected to linearly varying in-plane loading

  • Komur, M. Aydin (Department of Civil Engineering, School of Engineering, Aksaray University) ;
  • Sonmez, Mustafa (Department of Civil Engineering, School of Engineering, Aksaray University)
  • Received : 2006.10.09
  • Accepted : 2007.04.03
  • Published : 2008.02.20

Abstract

Keywords

References

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  2. El-Sawy, K.M. and Nazmy, A.S. (2001), "Effect of aspect ratio on the elastic buckling of uniaxially loaded plates with eccentric holes", Thin Wall Struct., 39, 983-998 https://doi.org/10.1016/S0263-8231(01)00040-4
  3. Kang, J.H. and Leissa, A.W. (2005), "Exact solutions for the buckling rectangular plates having linearly varying in-plane loading on two opposite simply supported edges", Int. J. Solids Struct., 42, 4220-4238 https://doi.org/10.1016/j.ijsolstr.2004.12.011
  4. Shakerley, T.M. and Brown, C.J. (1996), "Elastic buckling of plates with eccentrically positioned rectangular perforations", Int. J. Mech. Sci., 38(8-9), 825-838 https://doi.org/10.1016/0020-7403(95)00107-7
  5. Shanmugam, N.E., Thevendran, V. and Tan, Y.H. (1999), "Design formula for axially compressed perforated plates", Thin Wall Struct., 34(1), 1-20 https://doi.org/10.1016/S0263-8231(98)00052-4
  6. Timoshenko, S.P. and Gere, J.M. (1961), Theory of Elastic Stability, McGraw-Hill, Second ed., New York

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  1. Using FEM and artificial networks to predict on elastic buckling load of perforated rectangular plates under linearly varying in-plane normal load vol.34, pp.2, 2010, https://doi.org/10.12989/sem.2010.34.2.159
  2. Elastic buckling behavior of rectangular plates with holes subjected to partial edge loading vol.112, 2015, https://doi.org/10.1016/j.jcsr.2015.04.020
  3. Finite Element Analysis and Lightweight Optimization Design on Main Frame Structure of Large Electrostatic Precipitator vol.2018, 2018, https://doi.org/10.1155/2018/4959632
  4. Elasto-plastic behaviour of perforated steel plates subjected to compression and bending vol.11, pp.2, 2008, https://doi.org/10.12989/scs.2011.11.2.131