TIME-DEPENDENT DEFORMATION OF VISCOELASTIC THICK PLATES BY A FULLY DISCRETIZED FINITE STRIP METHOD USING HIGHER ORDER SHEAR DEFORMATION THEORY

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Article Type:
Research/Original Article (دارای رتبه معتبر)
Abstract:
Time-dependent deformation and critical load of viscoelastic thick plates were evaluated in the present study. The ordinary nite strip method was used with trigonometric functions in longitudinal direction and polynomial functions in transverse direction. The sti ness and geometric matrices were calculated based on virtual work principle and the nite strip formulations were constructed. The material properties were considered to be linear viscoelastic in the form of Prony series. In addition, the time discretization method was used to evaluate the time integral appeared in viscoelastic formulation. Maximum de ection of viscoelastic plates during the time of loading was calculated and the e ect of plate thickness was considered on viscoelastic behavior. The results show that deformation of viscoelastic materials increases by the lower rate as the time of loading increases. The maximum de ections of viscoelastic plate in the rst time of loading were compared with those of elastic deformation of plate, and the accuracy of results was evaluated. The maximum de ections of plates were calculated by present method with various time steps to assess the integration error induced in viscoelastic integral. The results show that using small time step, the results obtained from discretization method converge to each other. In addition, the results show that deformation of viscoelastic materials increases by the lower rate as the time of loading increases. Also, the buckling factor of was increased by increasing the plate thickness, whilst it contracts with thin plates in which was inde- pendent of plate thickness. E ect of unloading on viscoelastic response of thick plates was studied using the presented method. The results show that viscoelastic plates recover its original state when the time tends to in nity once the applied load was removed. The results show that HSDT predicts the plate deformation more than FSDT and classical plate theory for all of the time of loading and this di erence increases by increasing in plate thickness.
Language:
Persian
Published:
Sharif Journal Civil Engineering, Volume:34 Issue: 4, 2019
Pages:
3 to 14
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