Damage quantification in beam-like structures from modal flexibility change

Paper

Le, N. T., Thambiratnam, D. P., Chan, T. H. T and Nguyen, A.. 2018. "Damage quantification in beam-like structures from modal flexibility change." Chan, Tommy and Mahini, Saeed (ed.) 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII 2017): Structural Health Monitoring in Real-World Application. Brisbane, Australia 05 - 08 Dec 2017 Red Hook, NY, USA.
Paper/Presentation Title

Damage quantification in beam-like structures from modal flexibility change

Presentation TypePaper
AuthorsLe, N. T. (Author), Thambiratnam, D. P. (Author), Chan, T. H. T (Author) and Nguyen, A. (Author)
EditorsChan, Tommy and Mahini, Saeed
Journal or Proceedings TitleProceedings of the 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII 2017)
ERA Conference ID43541
Journal Citation3, pp. 1613-1622
Number of Pages10
Year2018
Place of PublicationRed Hook, NY, USA
ISBN9781510864573
Web Address (URL) of Paperhttp://www.proceedings.com/39899.html
Conference/Event8th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII 2017): Structural Health Monitoring in Real-World Application
International Conference on Structural Health Monitoring of Intelligent Infrastructure
Event Details
International Conference on Structural Health Monitoring of Intelligent Infrastructure
Rank
A
A
A
A
A
A
A
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Event Details
8th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII 2017): Structural Health Monitoring in Real-World Application
Event Date
05 to end of 08 Dec 2017
Event Location
Brisbane, Australia
Abstract

An approach to quantify the severity of damage in Euler-Bernoulli beams from changes in modal flexibility is presented. The approach is built on two pillars. The first is the connection between flexibility relative change (RFC) and the damage-induced relative deflection (DI-RD). This connection allows one to estimate the DI-RD under arbitrary static point loads from the dynamically measured RFC matrix. The second pillar is the theoretical relationship between (i) the elemental damage severity and (ii) the DI-RD under unit point loads. For statically determinate beams, the scalar function relating these two parameters can be conveniently formulated from the principle of Virtual Work method. It reveals that the scalar function contains only the geometrical information including location of the identified damaged element. Therefore, once the damaged element is located, the damage severity can be calculated. Numerical investigations show that the approach accurately quantifies damage in cantilever and simply supported beams. A merit of this approach is that it has a clear theoretical base and it can be expanded to any statically determinate and indeterminate beam-type structures whose deformation function under point loads can be formulated. As beams can represent various structural components, the proposed approach provides a promising platform targeting the application to real structures

Keywordsstructures (built objects); damage detection; structural health monitoring; modal strain
ANZSRC Field of Research 2020400510. Structural engineering
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Byline AffiliationsQueensland University of Technology
Institution of OriginUniversity of Southern Queensland
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Kodikara, K.A. Tharindu L., Chan, Tommy H.T., Nguyen, Andy and Thambiratnam, David P.. 2016. "Model updating incorporating measured response uncertainties and confidence levels of tuning parameters." International Journal of Lifecycle Performance Engineering. 2 (1/2), pp. 61-78. https://doi.org/10.1504/IJLCPE.2016.082712
Prestress evaluation in prestressed concrete plate-like structures
Pathirage, Thisara S., Chan, Tommy H. T., Thambiratnam, David P., Nguyen, Andy and Moragaspitiya, H. N. P.. 2018. "Prestress evaluation in prestressed concrete plate-like structures." International Journal of Lifecycle Performance Engineering. 2 (3/4), pp. 127-143. https://doi.org/10.1504/IJLCPE.2018.094855
Damage identification in a complex truss structure using modal characteristics correlation method and sensitivity-weighted search space
Nguyen, Khac-Duy, Chan, Tommy H. T., Thambiratnam, David P. and Nguyen, Andy. 2019. "Damage identification in a complex truss structure using modal characteristics correlation method and sensitivity-weighted search space." Structural Health Monitoring: an international journal. 18 (1), pp. 49-65. https://doi.org/10.1177/1475921718809471
Reliability-based load carrying capacity assessment of bridges using structural health monitoring and nonlinear analysis
Jamali, Shojaeddin, Chan, Tommy H. T., Nguyen, Andy and Thambiratnam, David P.. 2019. "Reliability-based load carrying capacity assessment of bridges using structural health monitoring and nonlinear analysis." Structural Health Monitoring: an international journal. 18 (1), pp. 20-34. https://doi.org/10.1177/1475921718808462
Deterioration assessment of buildings using an improved hybrid model updating approach and long-term health monitoring data
Nguyen, Andy, Kodikara, K. A. Tharindu Lakshitha, Chan, Tommy H. T. and Thambiratnam, David P.. 2019. "Deterioration assessment of buildings using an improved hybrid model updating approach and long-term health monitoring data." Structural Health Monitoring: an international journal. 18 (1), pp. 5-19. https://doi.org/10.1177/1475921718799984
Vibration characteristics and damage detection in a suspension bridge
Wickramasinghe, Wasanthi R., Thambiratnam, David P., Chan, Tommy H. T. and Nguyen, Theanh. 2016. "Vibration characteristics and damage detection in a suspension bridge." Journal of Sound and Vibration. 375, pp. 254-274. https://doi.org/10.1016/j.jsv.2016.04.025
Capacity Estimation of Beam-Like Structures Using Substructural Method
Jamali, Shojaeddin, Chan, Tommy H. T., Koo, Ki-Young, Nguyen, Andy and Thambiratnam, David P.. 2018. "Capacity Estimation of Beam-Like Structures Using Substructural Method." International Journal of Structural Stability and Dynamics. 18 (12), pp. 1-17. https://doi.org/10.1142/S0219455418501626
Moving force identification based on modified preconditioned conjugate gradient method
Chen, Zhen, Chan, Tommy H. T. and Nguyen, Andy. 2018. "Moving force identification based on modified preconditioned conjugate gradient method." Journal of Sound and Vibration. 423, pp. 100-117. https://doi.org/10.1016/j.jsv.2017.11.034
Method development of damage detection in asymmetric buildings
Wang, Yi, Thambiratnam, David P., Chan, Tommy H.T. and Nguyen, Andy. 2018. "Method development of damage detection in asymmetric buildings." Journal of Sound and Vibration. 413, pp. 41-56. https://doi.org/10.1016/j.jsv.2017.10.015
Prestress and excitation force identification in a prestressed concrete box–girder bridge
Xiang, Ziru, Chan, Tommy H. T., Thambiratnam, David P. and Nguyen, Andy. 2017. "Prestress and excitation force identification in a prestressed concrete box–girder bridge." Computers and Concrete. 20 (5), pp. 617-625. https://doi.org/10.12989/cac.2017.20.5.617
Toward effective structural identification of medium-rise building structures
Nguyen, A., Kodikara, K. A. T. L., Chan, T. H. T. and Thambiratnam, D. P.. 2018. "Toward effective structural identification of medium-rise building structures." Journal of Civil Structural Health Monitoring. 8 (1), pp. 63-75. https://doi.org/10.1007/s13349-017-0259-y
Modelling techniques for structural evaluation for bridge assessment
Jamali, Shojaeddin, Chan, Tommy H. T., Nguyen, Andy and Thambiratnam, David P.. 2018. "Modelling techniques for structural evaluation for bridge assessment." Journal of Civil Structural Health Monitoring. 8 (2), pp. 271-283. https://doi.org/10.1007/s13349-018-0269-4
Damage detection in asymmetric buildings using vibration-based techniques
Wang, Y., Thambiratnam, D. P., Chan, T. H. T. and Nguyen, A.. 2018. "Damage detection in asymmetric buildings using vibration-based techniques." Structural Control and Health Monitoring. 25 (5), pp. 1-19. https://doi.org/10.1002/stc.2148
Response of tall buildings with symmetric setbacks under blast loading
Jayatilake, I. N., Dias, W. P. S., Jayasinghe, M. T. R. and Thambiratnam, D. P.. 2010. "Response of tall buildings with symmetric setbacks under blast loading." Journal of the National Science Foundation of Sri Lanka. 38 (2), pp. 115-123. https://doi.org/10.4038/jnsfsr.v38i2.2043