SIAM Journal on Control and Optimization · 1988 · 27 citations · 7 references
EngineeringComputational EngineeringMechanical EngineeringStructural DynamicsStructural EngineeringVibrationBeam TheoryDynamic Response AnalysisDynamic Structural ResponseStructural DampingStructural VibrationVibration AnalysisDamping EstimationDamping ModelsDistributed Parameter EstimationDistributed-parameter ModelingEuler-bernoulli Beam ModelingStructural Dynamics ModelingVibrating BeamsViscoelastic Damping
We develop a computational method for the estimation of parameters in a distributed model for a flexible structure. The structure we consider (part of the “RPL experiment”) consists of a cantilevered beam with a thruster and linear accelerometer at the free end. The thruster is fed by a pressurized hose whose horizontal motion effects the transverse vibration of the beam. We use the Euler-Bernoulli theory to model the vibration of the beam and treat the hose-thruster assembly as a lumped or point-mass-dashpotspring system at the tip. Using measurements of linear acceleration at the tip, we estimate the hose parameters (mass, stiffness, damping) and a Voigt-Kelvin viscoelastic structural damping parameter for the beam using a least-squares fit to the data. We consider spline based approximations to the hybrid (coupled ordinary and partial differential equations) system; theoretical convergence results and numerical studies with both simulation and actual experimental data obtained from the structure are presented and discussed.
7
Splines and Variational Methods.
L. B. W., P. M. Prenter · Mathematics of Computation · 1991 · 1.1K citations
Introduction to the Mechanics of Solids
D S Dugdale · Physics Bulletin · 1967 · 400 citations
Parameter Identification in Continuum Models
H. T. Banks, J.M. Crowley · 1983 · 25 citations
Engineering, Computational Engineering, Mechanical Engineering +16