Physics-Informed Deep Learning for Dynamic Model Updating of Smart Viscoelastic Composite Structures
Keywords:
physics-informed deep learning, model updating, viscoelastic composites, structural health monitoring, digital twin, smart infrastructureAbstract
The integration of viscoelastic damping layers into smart composite structures is increasingly deployed in large-scale civil, aerospace, and mechanical infrastructures to mitigate vibration and enhance operational safety. The accurate dynamic characterization of these structures demands model updating procedures that can reconcile time-evolving sensor data with physical governing laws, especially as material degradation, temperature effects, and nonlinear damping phenomena introduce systematic deviations from baseline finite element representations. Physics-informed deep learning offers a unified framework that embeds known constitutive and equilibrium constraints directly into neural network training, enabling dynamic model updating without relying on purely data-driven correlations. This paper presents a system-level examination of physics-informed deep learning architectures for dynamic model updating of smart viscoelastic composite structures, focusing on architectural trade-offs, computational scalability, governance, and deployment across heterogeneous sensing networks. Through an interdisciplinary lens that bridges structural mechanics, artificial intelligence, and infrastructure policy, the discussion evaluates how physics-informed loss formulations, distributed sensor integration, and federated learning protocols can transform model updating into a continuous, trustworthy digital twin service. Emphasis is placed on structural resilience against adversarial sensor noise, fairness in risk-aware decision-making, sustainability of embedded computing resources, and the policy frameworks required to certify physics-informed digital twins for safety-critical applications. The analysis reveals that the principal challenges reside not in algorithmic innovation alone but in designing institutional, contractual, and computational architectures that ensure long-term robustness, data provenance, and equitable access to model updating capabilities across public infrastructure portfolios.
References
1. Raissi, M., Perdikaris, P., & Karniadakis, G. E. (2019). Physics-informed neural networks: A deep learning framework for solving forward and inverse problems involving nonlinear partial differential equations. Journal of Computational Physics, 378, 686-707.
2. Friswell, M. I., & Mottershead, J. E. (1995). Finite element model updating in structural dynamics. Kluwer Academic Publishers.
3. Baz, A. (1998). Robust control of active constrained layer damping. Journal of Sound and Vibration, 211(3), 467-485.
4. Sohn, H., Farrar, C. R., Hemez, F. M., Shunk, D. D., Stinemates, D. W., Nadler, B. R., & Czarnecki, J. J. (2003). A review of structural health monitoring literature: 1996–2001. Los Alamos National Laboratory Report, LA-13976-MS.
5. Worden, K., & Dulieu-Barton, J. M. (2004). An overview of intelligent fault detection in systems and structures. Structural Health Monitoring, 3(1), 85-98.
6. Farrar, C. R., & Worden, K. (2013). Structural health monitoring: A machine learning perspective. John Wiley & Sons.
7. Yang, Y., Nagarajaiah, S., & Ni, Y. Q. (2021). Data-driven structural health monitoring: A review. Structural Health Monitoring, 20(4), 2121-2156.
8. Tuegel, E. J., Ingraffea, A. R., Eason, T. G., & Spottswood, S. M. (2011). Reengineering aircraft structural life prediction using a digital twin. International Journal of Aerospace Engineering, 2011, 154798.
9. Kapteyn, M. G., Pretorius, J. V. R., & Willcox, K. E. (2021). A probabilistic graphical model foundation for enabling predictive digital twins at scale. Nature Computational Science, 1(5), 337-347.
10. Sun, L., Shang, Z., Xia, Y., Bhowmick, S., & Nagarajaiah, S. (2020). Review of bridge structural health monitoring aided by big data and artificial intelligence: From condition assessment to damage detection. Journal of Structural Engineering, 146(5), 04020073.
11. Bhardwaj, A., Kim, D., & Koziel, S. (2022). Deep learning for structural health monitoring: A comprehensive review. Archives of Computational Methods in Engineering, 29, 3073-3127.
12. Park, G., Rosing, T., Todd, M. D., Farrar, C. R., & Hodgkiss, W. (2008). Energy harvesting for structural health monitoring sensor networks. Journal of Infrastructure Systems, 14(1), 64-79.
13. Christensen, R. M. (1982). Theory of viscoelasticity: An introduction. Academic Press.
14. Lakes, R. S. (1998). Viscoelastic solids. CRC Press.
15. Lu, J., Zhan, Z., Liu, X., & Wang, P. (2018). Numerical modeling and model updating for smart laminated structures with viscoelastic damping. Smart Materials and Structures, 27(7), 075038.
16. Azimi, M., Eslamlou, A. D., & Pekcan, G. (2020). Data-driven structural health monitoring and damage detection through deep learning: State-of-the-art review. Sensors, 20(10), 2778.
17. Ritto, T. G., & Rochinha, F. A. (2021). Uncertainty quantification in structural health monitoring using physics-informed neural networks. Mechanical Systems and Signal Processing, 160, 107842.
18. Rasheed, A., San, O., & Kvamsdal, T. (2020). Digital twin: Values, challenges and an enabler from a physics-based modeling perspective. IEEE Access, 8, 21980-22012.
19. Yuan, F. G., Zargar, S. A., Chen, Q., & Wang, S. (2020). Machine learning for structural health monitoring: Challenges and opportunities. Proceedings of SPIE, 11379, 1137903.
20. Neves, A. C., González, I., Leal, R. P., & Karimi, H. R. (2020). A review of vibration-based damage detection in civil structures: From traditional methods to machine learning applications. Mechanical Systems and Signal Processing, 147, 107077.
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This article is published under the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.