Steel and Composite Structures

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A geometrically nonlinear stability analysis of sandwich annular plates with cellular core

  • Ridha A., Ahmed (Al-Mustansiriah University, Engineering Collage) ;
  • Kareem Mohsen, Raheef (Ashur University College) ;
  • Nadhim M., Faleh (Al-Mustansiriah University, Engineering Collage) ;
  • Raad M., Fenjan (Al-Mustansiriah University, Engineering Collage)
  • Received : 2021.07.10
  • Accepted : 2022.11.13
  • Published : 2022.12.10
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Abstract

A geometrically nonlinear stability analysis of sandwich annular plates with cellular core and particle-reinforced composite layers has been performed in the present research. The particles are powders of graphene oxide (GOP) which act as nanoscale filler of epoxy matrix. To this regard, Halpin-Tsai micromechanical scheme has been used to define the material properties of the layers. A square shaped core has been considered for which the material properties have been defined based on the relative density concept. Large deflection theory of thin shells has been selected to develop the complete formulation of sandwich plate. The geometrically nonlinear stability analysis of sandwich annular plates has been carried out by indicating that the buckling load is dependent on particle amount, thickness of layer and core relative density.

Keywords

Acknowledgement

The authors would like to thank Mustansiriyah university (www.uomustansiriyah.edu.iq) and Ashur university, Baghdad-Iraq, for their support in the present work.

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