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A strategy for including axial load effects in a model updating procedure is developed.
In this paper, a response surface-based FE model updating procedure for civil engineering structures in structural dynamics is presented.
The features used in the model updating procedure are the identified modal frequencies from operational acceleration measurements.
A robust finite element model updating procedure is then presented for the detection of cracks in beams.
The hybrid genetic/pattern-search optimization algorithm is adopted to perform the dynamic FE model updating procedure.
It can also be used during the iterations of a model updating procedure based on measured frequency response functions.
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Model updating procedures are traditionally performed off-line.
Model updating procedures are applied in order to improve the matching between experimental data and corresponding model output.
Applied to the magnetic core׳s finite-element model of a real laminated electric machine stator, the method enables simulating the experimental behaviour with good accuracy, without need of time-consuming model updating procedures.
The sensitivity-based parameter updating method was applied and some important issues such as selection of reference data and model parameters, and model updating procedures on the multi-scale model were investigated based on the sensitivity analysis of the selected model parameters.
The use of longitudinal follow-up data in conjunction with model updating procedures, such as the Bayesian estimation procedure described here, will allow an analytical framework to achieve this objective.
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