In order to reduce the number of sensors in structure health monitoring systems
a structural damage identification method using the reduced order finite-element model was proposed by combining the adaptive quadratic sum-squares error approach. From the model reduction method
the structure finite element model is reduced. Moreover
using the reduced-order finite-element method and the adaptive quadratic sum-squares error approach
structural parameters can be identified and tracked
and then structural damages can be identified. A simulation test was performed on a large span plane truss considering white noise excitation and El-Centro earthquake excitation. The experimental tests were conducted on a scaled cantilever beam with the consideration of six cases under three excitations
including white noise
sinusoidal excitation
and El-Centro excitation. The simulation and experimental results show that the method proposed can effectively detect the structural damages including the damage location and severity with only a few sensors.
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references
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