SIAM Journal on Applied Mathematics · 2000 · 49 citations · 17 references
EngineeringCivil EngineeringMechanical EngineeringDifferential EquationsStructural DynamicsVibrationBeam TheoryNonlinear DynamicsNonlinear Structural DynamicsPerturbation MethodsStructural VibrationVibration AnalysisAsymptotic AnalysisAsymptotic TheoryBeam Free VibrationFree OscillationsInitial-boundary Value ProblemsNonlinear Beam TheoryNonlinearityVibrating Beams
In this paper an initial-boundary value problem for a weakly nonlinear beam equation with a quadratic nonlinearity will be studied. The initial-boundary value problem can be regarded as a simple model describing free oscillations of flexible structures like suspension bridges. Using a two-timescales perturbation method an approximation for the solution of this initial-boundary problem will be constructed. For a class of initial-boundary value problems the existence and uniqueness of solutions and the asymptotic validity of approximations on a large timescale are shown. It will be shown that for specific values of the beam parameters complicated internal resonances occur.
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