Publication | Closed Access
Linear and nonlinear dynamics of suspended cable considering bending stiffness
24
Citations
48
References
2013
Year
EngineeringStructural DynamicsMechanical EngineeringNonlinear VibrationsComputational MechanicsNonlinear Mechanical SystemSuspension StructureVibrationsMechanicsBending StiffnessStructural DynamicMaterial NonlinearitiesSystematic InvestigationNonlinear VibrationStructural VibrationNonlinear ElasticityNonlinear DynamicsSuspended CablesMechanical VibrationMechanical SystemsNonlinear ResonanceStructural Mechanics
This paper reports a systematic investigation on the linear and nonlinear dynamics of a suspended cable, taking bending stiffness into account. Firstly, the linear dynamics features, for example, eigen frequencies and modes for in-plane and out-of-plane motions, are formulated. Secondly, parametrical studies are conducted to explore the effect of bending stiffness on the natural frequencies and mode shapes of the symmetrical/antisymmetrical in-plane and out-of-plane modes. Then, the three-to-one internal resonance between the first- and third-order in-plane symmetrical modes is analyzed by applying directly the method of multiple scales dealing with the nonlinear partial differential equation and boundary conditions. Finally, the frequency-response curves and force-response curves are obtained through solving the modulation equations using the Newton–Raphson method and the pseudo-arclength scheme. The results show that the bending stiffness plays a considerable role in changing the natural frequencies and mode shapes, shifting the conditions for the occurring of nonlinear interaction, saddle-node bifurcation and Hopf bifurcation of suspended cables.
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