Variability of updated finite element models and their predictions consistent with vibration measurements
Variability of updated finite element models and their predictions consistent with vibration measurements
A case study on a small-scale laboratory vehicle frame is used to investigate the variability of the updated finite element (FE) models that arises from model and measurement errors and demonstrate the effect of this variability on response predictions. Conventional weighted modal residuals and recently introduced multi-objective identification methods for structural model updating are used to provide the entire spectrum of Pareto optimal FE models consistent with the measured modal data. Similarities and differences between the two model updating methods are explored and the advantages of the multi-objective identification methods are emphasized. A significant variability in Pareto optimal models is observed, which is indicative of the uncertainty in the updated FE models. The dependence of the variability of the Pareto models on the information contained in the measured data and the size of model and measurement errors is explored by varying the number of measured modes, number of sensors, FE mesh discretization sizes, and number of model parameters. The effectiveness of the updated Pareto optimal models and their predictive capabilities are assessed. Frequency response functions and fatigue lifetime predictions are used as example of structural performance variables in order to demonstrate the variability in the response predictions that arises from the variability in the Pareto optimal models. A large variability in the response predictions is observed that cannot be ignored in decisions based on updated FE models. The multi-objective optimization method provides the general framework for properly accounting for model uncertainty in model-based response predictions consistent with measured data.
multi-objective optimization, structural identification, model updating, structural dynamics, fatigue lifetime predictions
630-654
Papadimitriou, Costas
3be78708-ed90-4a1f-b18e-5fe4ec2c8de6
Ntotsios, Evangelos
877c3350-0497-4471-aa97-c101df72e05e
Giagopoulos, Dimitrios
2ae92016-9428-429b-938d-71142e64f86f
Natsiavas, Sotirios
63ab0499-e3b3-4dc5-be4e-6666ba6af841
August 2012
Papadimitriou, Costas
3be78708-ed90-4a1f-b18e-5fe4ec2c8de6
Ntotsios, Evangelos
877c3350-0497-4471-aa97-c101df72e05e
Giagopoulos, Dimitrios
2ae92016-9428-429b-938d-71142e64f86f
Natsiavas, Sotirios
63ab0499-e3b3-4dc5-be4e-6666ba6af841
Papadimitriou, Costas, Ntotsios, Evangelos, Giagopoulos, Dimitrios and Natsiavas, Sotirios
(2012)
Variability of updated finite element models and their predictions consistent with vibration measurements.
Structural Control & Health Monitoring, 19 (5), .
(doi:10.1002/stc.453).
Abstract
A case study on a small-scale laboratory vehicle frame is used to investigate the variability of the updated finite element (FE) models that arises from model and measurement errors and demonstrate the effect of this variability on response predictions. Conventional weighted modal residuals and recently introduced multi-objective identification methods for structural model updating are used to provide the entire spectrum of Pareto optimal FE models consistent with the measured modal data. Similarities and differences between the two model updating methods are explored and the advantages of the multi-objective identification methods are emphasized. A significant variability in Pareto optimal models is observed, which is indicative of the uncertainty in the updated FE models. The dependence of the variability of the Pareto models on the information contained in the measured data and the size of model and measurement errors is explored by varying the number of measured modes, number of sensors, FE mesh discretization sizes, and number of model parameters. The effectiveness of the updated Pareto optimal models and their predictive capabilities are assessed. Frequency response functions and fatigue lifetime predictions are used as example of structural performance variables in order to demonstrate the variability in the response predictions that arises from the variability in the Pareto optimal models. A large variability in the response predictions is observed that cannot be ignored in decisions based on updated FE models. The multi-objective optimization method provides the general framework for properly accounting for model uncertainty in model-based response predictions consistent with measured data.
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More information
e-pub ahead of print date: 28 March 2011
Published date: August 2012
Keywords:
multi-objective optimization, structural identification, model updating, structural dynamics, fatigue lifetime predictions
Organisations:
Dynamics Group
Identifiers
Local EPrints ID: 372662
URI: http://eprints.soton.ac.uk/id/eprint/372662
ISSN: 1545-2255
PURE UUID: 2ad48ce7-3e61-4c58-aea7-93b0d62cb955
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Date deposited: 17 Dec 2014 10:27
Last modified: 15 Mar 2024 03:48
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Contributors
Author:
Costas Papadimitriou
Author:
Dimitrios Giagopoulos
Author:
Sotirios Natsiavas
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