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  4. An embedded computing approach for vibration-based system identification using reduced-order finite elements
 
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An embedded computing approach for vibration-based system identification using reduced-order finite elements

Publikationstyp
Conference Paper
Date Issued
2025-07
Sprache
English
Author(s)
Dragos, Kosmas  
Digitales und autonomes Bauen B-1  
Magalhães, Filipe  
Smarsly, Kay  
Digitales und autonomes Bauen B-1  
TORE-URI
https://hdl.handle.net/11420/58271
First published in
Lecture notes in civil engineering  
Number in series
674 LNCE
Start Page
573
End Page
582
Citation
11th International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES 2025
Contribution to Conference
11th International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES 2025  
Publisher DOI
10.1007/978-3-031-96110-6_55
Scopus ID
2-s2.0-105018126740
Publisher
Springer
ISBN
978-3-031-96110-6
978-3-031-96109-0
978-3-031-96111-3
978-3-031-96112-0
System identification (SID) constitutes a focal point in experimental testing of civil infrastructure as well as in structural health monitoring (SHM). Conventional SID approaches have relied on creating finite element (FE) models of civil infrastructure assets and on calibrating the models against in-situ derived information from testing equipment or against SHM data. FE models are capable of providing valuable information on the structural condition. However, the equations governing the FE method are coupled, usually calling for centralized data collection, which may be unsuitable for modern wireless SHM systems that employ independently operating wireless sensor nodes. In this paper, a SID approach for making full use of FE models on board wireless sensor nodes is presented, based on embedded computing and on reduced-order finite elements. Specifically, FE models of civil infrastructure assets are reduced, using model-order reduction, and partitioned into partial models, which represent different substructures and are computationally efficient for embedment in wireless sensor nodes. Using the partial models and structural response data from the substructures, insights into the structural condition of the civil infrastructure assets are obtained. The proposed approach is suitable for vibration-based SID, applied as part of long-term SHM strategies, and implementable in wireless SHM systems. Validation tests using SHM data recorded from a real-world road bridge showcase the validity of the proposed SID approach.
Subjects
embedded computing
finite element method
model-order reduction
structural health monitoring
System identification
wireless sensor networks
DDC Class
690: Building, Construction
Funding(s)
Dezentrale digitale Zwillinge für das Bauwerksmonitoring  
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