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Modelling and stochastic updating of nonlinear structural joints
Mechanical Systems and Signal Processing, Volume: 232, Start page: 112697
Swansea University Authors:
Pushpa Pandey, Nidhal Jamia , Hamed Haddad Khodaparast
, Michael Friswell
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DOI (Published version): 10.1016/j.ymssp.2025.112697
Abstract
This paper presents a novel framework for modelling and stochastic updating of nonlinear systems in structural dynamics, with particular emphasis on joint structures. The key innovation lies in the integration of experimental data, system identification, and probabilistic methods to develop a compre...
| Published in: | Mechanical Systems and Signal Processing |
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| ISSN: | 0888-3270 |
| Published: |
Elsevier BV
2025
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| Online Access: |
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| URI: | https://cronfa.swan.ac.uk/Record/cronfa69328 |
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2025-04-23T10:25:36Z |
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2025-04-24T06:20:18Z |
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The key innovation lies in the integration of experimental data, system identification, and probabilistic methods to develop a comprehensive understanding of nonlinear dynamic behaviour. The methodology employs a specialised control system to extract backbone curves, which characterise the system’s fundamental nonlinear response. A data-driven approach is implemented to identify the dominant system dynamics, which is then seamlessly integrated with the control system to create an analytical model. A significant contribution of this work is the development of a stochastic framework that combines the analytical model with measured system responses through probabilistic sampling methods, enabling robust uncertainty quantification. To address the computational challenges inherent in such complex simulations, the framework incorporates a deep learning model trained on both experimental and analytical data. This integration substantially improves computational efficiency while maintaining accuracy in predicting nonlinear dynamic responses. The framework’s effectiveness is demonstrated through application to jointed structures, where traditional deterministic approaches often fall short. By providing a probabilistic perspective on system behaviour, this methodology offers more reliable predictions of dynamic responses under varying conditions. 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2025-04-23T11:27:48.8217051 v2 69328 2025-04-23 Modelling and stochastic updating of nonlinear structural joints c5b9c91974d44b88920ef13e914a9bdd Pushpa Pandey Pushpa Pandey true false 846b2cd3a7717b296654010df30cb22a 0000-0003-0643-7812 Nidhal Jamia Nidhal Jamia true false f207b17edda9c4c3ea074cbb7555efc1 0000-0002-3721-4980 Hamed Haddad Khodaparast Hamed Haddad Khodaparast true false 5894777b8f9c6e64bde3568d68078d40 Michael Friswell Michael Friswell true false 2025-04-23 This paper presents a novel framework for modelling and stochastic updating of nonlinear systems in structural dynamics, with particular emphasis on joint structures. The key innovation lies in the integration of experimental data, system identification, and probabilistic methods to develop a comprehensive understanding of nonlinear dynamic behaviour. The methodology employs a specialised control system to extract backbone curves, which characterise the system’s fundamental nonlinear response. A data-driven approach is implemented to identify the dominant system dynamics, which is then seamlessly integrated with the control system to create an analytical model. A significant contribution of this work is the development of a stochastic framework that combines the analytical model with measured system responses through probabilistic sampling methods, enabling robust uncertainty quantification. To address the computational challenges inherent in such complex simulations, the framework incorporates a deep learning model trained on both experimental and analytical data. This integration substantially improves computational efficiency while maintaining accuracy in predicting nonlinear dynamic responses. The framework’s effectiveness is demonstrated through application to jointed structures, where traditional deterministic approaches often fall short. By providing a probabilistic perspective on system behaviour, this methodology offers more reliable predictions of dynamic responses under varying conditions. The successful implementation of this approach represents a significant advancement in the field of structural dynamics, particularly for complex systems where uncertainty quantification is crucial for accurate response prediction. Journal Article Mechanical Systems and Signal Processing 232 112697 Elsevier BV 0888-3270 Likelihood function; Backbone curves; Stochastic nonlinear dynamics; Bayesian inference; Markov Chain Monte Carlo; Phase-locked loop; Deep learning 1 6 2025 2025-06-01 10.1016/j.ymssp.2025.112697 COLLEGE NANME COLLEGE CODE Swansea University SU Library paid the OA fee (TA Institutional Deal) The authors acknowledge the support of the Engineering and Physical Sciences Research Council, United Kingdom through the award of the Programme Grant “Digital Twins for Improved Dynamic Design”, grant number EP/R006768/1 and Tribomechadynamics Research Challenge for providing the experimental data. P. Pandey and Hamed Haddad Khodaparast acknowledge the funding from the RCUK Energy Programme [grant number EP/T012250/1]. 2025-04-23T11:27:48.8217051 2025-04-23T11:22:41.3546933 Faculty of Science and Engineering School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Aerospace Engineering Pushpa Pandey 1 Nidhal Jamia 0000-0003-0643-7812 2 Tanmoy Chatterjee 0000-0002-9374-7992 3 Hamed Haddad Khodaparast 0000-0002-3721-4980 4 Michael Friswell 5 69328__34063__9a11292be58b4be4953455426d80f86c.pdf 69328.VoR.pdf 2025-04-23T11:26:03.0445572 Output 5276343 application/pdf Version of Record true © 2025 The Authors. This is an open access article under the CC BY license. true eng http://creativecommons.org/licenses/by/4.0/ |
| title |
Modelling and stochastic updating of nonlinear structural joints |
| spellingShingle |
Modelling and stochastic updating of nonlinear structural joints Pushpa Pandey Nidhal Jamia Hamed Haddad Khodaparast Michael Friswell |
| title_short |
Modelling and stochastic updating of nonlinear structural joints |
| title_full |
Modelling and stochastic updating of nonlinear structural joints |
| title_fullStr |
Modelling and stochastic updating of nonlinear structural joints |
| title_full_unstemmed |
Modelling and stochastic updating of nonlinear structural joints |
| title_sort |
Modelling and stochastic updating of nonlinear structural joints |
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c5b9c91974d44b88920ef13e914a9bdd 846b2cd3a7717b296654010df30cb22a f207b17edda9c4c3ea074cbb7555efc1 5894777b8f9c6e64bde3568d68078d40 |
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c5b9c91974d44b88920ef13e914a9bdd_***_Pushpa Pandey 846b2cd3a7717b296654010df30cb22a_***_Nidhal Jamia f207b17edda9c4c3ea074cbb7555efc1_***_Hamed Haddad Khodaparast 5894777b8f9c6e64bde3568d68078d40_***_Michael Friswell |
| author |
Pushpa Pandey Nidhal Jamia Hamed Haddad Khodaparast Michael Friswell |
| author2 |
Pushpa Pandey Nidhal Jamia Tanmoy Chatterjee Hamed Haddad Khodaparast Michael Friswell |
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Mechanical Systems and Signal Processing |
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232 |
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112697 |
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2025 |
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Swansea University |
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0888-3270 |
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10.1016/j.ymssp.2025.112697 |
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Elsevier BV |
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Faculty of Science and Engineering |
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This paper presents a novel framework for modelling and stochastic updating of nonlinear systems in structural dynamics, with particular emphasis on joint structures. The key innovation lies in the integration of experimental data, system identification, and probabilistic methods to develop a comprehensive understanding of nonlinear dynamic behaviour. The methodology employs a specialised control system to extract backbone curves, which characterise the system’s fundamental nonlinear response. A data-driven approach is implemented to identify the dominant system dynamics, which is then seamlessly integrated with the control system to create an analytical model. A significant contribution of this work is the development of a stochastic framework that combines the analytical model with measured system responses through probabilistic sampling methods, enabling robust uncertainty quantification. To address the computational challenges inherent in such complex simulations, the framework incorporates a deep learning model trained on both experimental and analytical data. This integration substantially improves computational efficiency while maintaining accuracy in predicting nonlinear dynamic responses. The framework’s effectiveness is demonstrated through application to jointed structures, where traditional deterministic approaches often fall short. By providing a probabilistic perspective on system behaviour, this methodology offers more reliable predictions of dynamic responses under varying conditions. The successful implementation of this approach represents a significant advancement in the field of structural dynamics, particularly for complex systems where uncertainty quantification is crucial for accurate response prediction. |
| published_date |
2025-06-01T05:27:53Z |
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11.444327 |

