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Predicting nonlinear dynamic response of internal cantilever beam system on a steadily rotating ring
Institution:1. College of Construction Engineering, Jilin University, Changchun 130021, PR China\n;2. Department of Civil and Architectural Engineering, City University of Hong Kong, Kowloon, Hong Kong, SAR, PR China;3. Key Lab of Drilling and Exploitation Technology in Complex Conditions of Ministry of Land Resources, Jilin University, Changchun 130021, PR China\n
Abstract:This paper is focused on nonlinear dynamic response of internal cantilever beam system on a steadily rotating ring via a nonlinear dynamic model. The analytical approximate solutions to the oscillation motion are obtained by combining Newton linearization with Galerkin's method. Numerical solutions could be obtained by using the shooting method on the exact governing equation. Compared with numerical solutions, the approximate analytical solutions here show excellent accuracy and rapid convergence. Two different kinds of oscillating internal cantilever beam system on a steadily rotating ring are investigated by using the analytical approximate solutions. These include symmetric vibration through three equilibrium points, and asymmetric vibration through the only trivial equilibrium point. The effects of geometric and physical parameters on dynamic response are useful and can be easily applied to design practical engineering structures. In particular, the ring angular velocity plays a significant role on the period and periodic solution of the beam oscillation. In conclusion, the analytical approximate solutions presented here are sufficiently precise for a wide range of oscillation amplitudes.
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