Steel and Composite Structures

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Analytical solution for buckling of embedded laminated plates based on higher order shear deformation plate theory

  • Baseri, Vahid (Department of Mechanical Engineering, Kashan Branch, Islamic Azad University) ;
  • Jafari, Gholamreza Soleimani (Department of Mechanical Engineering, Kashan Branch, Islamic Azad University) ;
  • Kolahchi, Reza (Department of Mechanical Engineering, Kashan Branch, Islamic Azad University)
  • Received : 2016.02.23
  • Accepted : 2016.06.21
  • Published : 2016.07.20
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Abstract

In this research, buckling analysis of an embedded laminated composite plate is investigated. The elastic medium is simulated with spring constant of Winkler medium and shear layer. With considering higher order shear deformation theory (Reddy), the total potential energy of structure is calculated. Using Principle of Virtual Work, the constitutive equations are obtained. The analytical solution is performed in order to obtain the buckling loads. A detailed parametric study is conducted to elucidate the influences of the layer numbers, orientation angle of layers, geometrical parameters, elastic medium and type of load on the buckling load of the system. Results depict that the highest buckling load is related to the structure with angle-ply orientation type and with increasing the angle up to 45 degrees, the buckling load increases.

Keywords

References

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