Nonlinear free vibration analysis of moderately thick viscoelastic plates with various geometrical properties

被引:12
作者
Jafari, Nasrin [1 ]
Azhari, Mojtaba [1 ]
机构
[1] Isfahan Univ Technol, Dept Civil Engn, Esfahan 8415683111, Iran
关键词
Mindlin viscoelastic plate; nonlinear complex eigenvalue problem; nonlinear damping ratio; nonlinear frequency; nonlinear viscous damping frequency; RECTANGULAR-PLATES; DYNAMIC STABILITY; COMPOSITE PLATES; MINDLIN PLATES; FOUNDATION; ELEMENT;
D O I
10.12989/scs.2023.48.3.293
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:293 / 303
页数:11
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