Steel and Composite Structures
Volume 48, Number 3, 2023, pages 293-303
DOI: 10.12989/scs.2023.48.3.293
Nonlinear free vibration analysis of moderately thick viscoelastic plates with various geometrical properties
Nasrin Jafari and Mojtaba Azhari
Abstract
In this paper, geometrically nonlinear free vibration analysis of Mindlin viscoelastic plates with various geometrical
and material properties is studied based on the Von-Karman assumptions. A novel solution is proposed in which the nonlinear
frequencies of time-dependent plates are predicted according to the nonlinear frequencies of plates not dependent on time. This
method greatly reduces the cost of calculations. The viscoelastic properties obey the Boltzmann integral law with constant bulk
modulus. The SHPC meshfree method is employed for spatial discretization. The Laplace transformation is used to convert
equations from the time domain to the Laplace domain and vice versa. Solving the nonlinear complex eigenvalue problem in the
Laplace-Carson domain numerically, the nonlinear frequencies, the nonlinear viscous damping frequencies, and the nonlinear
damping ratios are verified and calculated for rectangular, skew, trapezoidal and circular plates with different boundary
conditions and different material properties.
Key Words
Mindlin viscoelastic plate; nonlinear complex eigenvalue problem; nonlinear damping ratio; nonlinear frequency; nonlinear viscous damping frequency
Address
Nasrin Jafari and Mojtaba Azhari:Department of Civil Engineering, Isfahan University of Technology, Isfahan 84156-83111, Iran