Computers and Concrete

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Computer simulation for stability analysis of the viscoelastic annular plate with reinforced concrete face sheets

  • Zhang, Yonggang (College of Civil Engineering, Beijing Jaotong University) ;
  • Wang, Yonghong (College of Civil Engineering, Beijing Jaotong University) ;
  • Zhao, Yuanyuan (School of Civil Engineering, Hebei University of Science and Technology)
  • Received : 2019.08.17
  • Accepted : 2021.03.20
  • Published : 2021.04.25
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Abstract

This article deals with the frequency analysis of viscoelastic sandwich disk with graphene nano-platelets (GPLs) reinforced viscoelastic concrete (GPLRVC) face sheets and honeycomb core. The honeycomb core is made of aluminum due to its low weight and high stiffness. The rule of the mixture and modified Halpin-Tsai model are engaged to provide the effective material constant of the concrete. By employing Hamilton's principle, the governing equations of the structure are derived and solved with the aid of the Generalize Differential Quadrature Method (GDQM). In this paper, viscoelastic properties are modeled according to Kelvin-Voigt viscoelasticity. The deflection as the function of time can be solved by the fourth-order Runge-Kutta numerical method. Afterward, a parametric study is carried out to investigate the effects of the outer to inner radius ratio, hexagonal core angle, thickness to length ratio of the concrete, the weight fraction of GPLs into concrete, and the thickness of honeycomb core to inner radius ratio on the frequency of the viscoelastic sandwich disk with honeycomb core and FG-GPLRVC face sheet.

Keywords

References

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