DOI QR코드

DOI QR Code

New prismatic solid-shell element: assumed strain formulation and hourglass mode analysis

  • Received : 2009.10.13
  • Accepted : 2010.11.14
  • Published : 2011.01.25

Abstract

Keywords

References

  1. Abed-Meraim, F. and Combescure, A. (2002), "SHB8PS a new adaptive, assumed-strain continuum mechanics shell element for impact analysis", Comput. Struct., 80, 791-803. https://doi.org/10.1016/S0045-7949(02)00047-0
  2. Belytschko, T. and Bindeman, L.P. (1993), "Assumed strain stabilization of the eight node hexahedral element", Comput. Meth. Appl. Mech. Eng., 105, 225-260. https://doi.org/10.1016/0045-7825(93)90124-G
  3. Hauptmann, R. and Schweizerhof, K. (1998), "A systematic development of solid-shell element formulations for linear and non-linear analyses employing only displacement degrees of freedom", Int. J. Numer. Meth. Eng., 42, 49-69. https://doi.org/10.1002/(SICI)1097-0207(19980515)42:1<49::AID-NME349>3.0.CO;2-2
  4. Legay, A. and Combescure, A. (2003), "Elastoplastic stability analysis of shells using the physically stabilized finite element SHB8PS", Int. J. Numer. Meth. Eng., 57, 1299-1322. https://doi.org/10.1002/nme.728

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  2. A proposed set of popular limit-point buckling benchmark problems vol.38, pp.6, 2011, https://doi.org/10.12989/sem.2011.38.6.767