Damage assessment in hyperbolic cooling towers using mode shape curvature and artificial neural networks

, , , & (2021) Damage assessment in hyperbolic cooling towers using mode shape curvature and artificial neural networks. Engineering Failure Analysis, 129, Article number: 105728.

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Description

Hyperbolic cooling towers are large thin shell reinforced concrete structures that are used to remove the heat from wastewater and transfer it to the atmosphere using the process of evaporation. During its long service life, a cooling tower can experience damage due to the large temperature variations, environmental degradation, or random actions such as impacts or earthquakes. Such a damage can develop over time and result in the sudden collapse of the cooling tower. To ensure that a cooling tower operates safely and efficiently at all times, it is important to monitor its structural health. In this context, structural health monitoring based on the vibration characteristics of the structure, has emerged as a useful method to detect and locate damage in structures. Hyperbolic cooling towers, due to their particular shape, exhibit rather complex vibration characteristics that do not suit the traditional vibration-based damage detection techniques. This paper develops and applies a damage assessment method using the absolute changes in mode shape curvature (ACMSC) in conjunction with Artificial Neural Networks (ANNs) to detect, locate, and quantify damage in hyperbolic cooling towers. ANN is a machine learning technique that can predict behavioural patterns using a set of data samples and finds use in the damage quantification process. The proposed method for detecting and locating damage is experimentally validated and demonstrated its capability to accurately detect and locate damage. A feed-forward network having one hidden layer with Bayesian algorithm is used to train the artificial neural network. Damage indices calculated from noise polluted mode shape data are used to train the network. The trained network is then used to successfully assess the unknown damage severities in the cooling tower. The outcomes of this paper will enable early warning of damages in the cooling towers and will help towards their safe operation.

Impact and interest:

11 citations in Scopus
9 citations in Web of Science®
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ID Code: 226356
Item Type: Contribution to Journal (Journal Article)
Refereed: Yes
ORCID iD:
Randiligama, S. M. Chathurangi M.orcid.org/0000-0002-0338-6135
Thambiratnam, David P.orcid.org/0000-0001-8486-5236
Chan, Tommy H. T.orcid.org/0000-0002-5410-8362
Fawzia, Sabrinaorcid.org/0000-0002-1095-2940
Additional Information: Acknowledgments: The first author acknowledges with appreciation for the continuous supervision provided by the supervisors, the immense assistance for experiments provided by Dr Khac Duy Nguyen, Dr S. Aghdamy, Design and Manufacturing Centre at QUT, QUT pilot plant at Banyo and the support for this research provided by QUT postgraduate research scholarship.
Measurements or Duration: 16 pages
Keywords: Hyperbolic cooling tower, Vibration Characteristics, Structural Health Monitoring, Artificial Neural Network, Damage Quantification, Absolute Change in Mode Shape Curvature Method
DOI: 10.1016/j.engfailanal.2021.105728
ISSN: 1350-6307
Pure ID: 101634314
Divisions: Current > Research Centres > Centre for Materials Science
Current > QUT Faculties and Divisions > Faculty of Science
Current > QUT Faculties and Divisions > Faculty of Engineering
Current > Schools > School of Civil & Environmental Engineering
Copyright Owner: 2021 Elsevier Ltd.
Copyright Statement: This work is covered by copyright. Unless the document is being made available under a Creative Commons Licence, you must assume that re-use is limited to personal use and that permission from the copyright owner must be obtained for all other uses. If the document is available under a Creative Commons License (or other specified license) then refer to the Licence for details of permitted re-use. It is a condition of access that users recognise and abide by the legal requirements associated with these rights. If you believe that this work infringes copyright please provide details by email to qut.copyright@qut.edu.au
Deposited On: 23 Nov 2021 00:27
Last Modified: 02 Aug 2024 22:41