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<title>Strain-based shape estimation algorithms for a cantilever beam</title>
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1997
Year
Quadratic Curvature AssumptionsEngineeringComposite BoomMechanicsMechanical EngineeringCivil EngineeringStressstrain AnalysisStructural AnalysisStructural Health MonitoringStrain-displacement MappingsCantilever BeamStructural MechanicsDeformation ReconstructionStructural Engineering
Strain-displacement mappings based on linear and quadratic curvature assumptions are derived, compared for a numerical model and applied to a 4.37 m tapered composite boom with a circular cross-section. Displacement estimations are obtained for both the vertical and horizontal directions with displacement estimation errors of less than 0.2 mm in the vertical direction and 1 mm in the horizontal direction. Limitations on strain displacement algorithms for long booms are discussed as well as strain sensor noise effects on estimation accuracy.