Uncertainty-aware damage identification in short-span bridges via physics-informed variational autoencoder

• URL: http://arxiv.org/abs/2607.05025v2
• Date: Wed, 08 Jul 2026 07:32:35 GMT
• Title: Uncertainty-aware damage identification in short-span bridges via physics-informed variational autoencoder
• Abstract summary: This work proposes a physics-informed Gaussian copula variational autoencoder for structural health monitoring.<n>We replace the conventional independence assumption of latent variables with a Gaussian copula.<n>Results demonstrate that the PI-VAE accurately recovers the true posterior distribution, achieving 77.2% coverage.
• Score: 0.4893345190925178
• License: http://creativecommons.org/licenses/by/4.0/
• Abstract: Vibration-based damage identification in civil infrastructure is a challenging, ill-posed inverse problem due to measurement noise, sparse sensor arrays, and environmental variability. While deep learning is powerful for system identification, deterministic approaches lack reliable uncertainty quantification and can yield physically inconsistent results. This work proposes a robust probabilistic Scientific Machine Learning (SciML) framework: a physics-informed Gaussian copula variational autoencoder (PI-GCVAE) for structural health monitoring (SHM). First, we eliminate the need for data-driven surrogates by embedding a differentiable numerical eigenvalue solver directly into the VAE architecture. This ensures that latent space samples satisfy the governing equations of structural dynamics, reducing the trainable parameter space and improving generalization. Second, we replace the conventional independence assumption of latent variables with a Gaussian copula. This model captures complex, physics-dependent spatial cross-correlations between adjacent structural elements, defining feasible solutions while accounting for inherent system variability and measurement errors. Third, compared with alternatives such as Gaussian mixtures, our copula-based VAE provides an efficient distributional model for high-dimensional, strongly correlated latent spaces. We validate the approach using a synthetic dataset of a simply supported bridge subjected to various damage scenarios and corrupted with stochastic Gaussian noise. Synthetic data enables exhaustive validation against ground-truth stiffness values unavailable in practice. Results demonstrate that the PI-GCVAE accurately recovers the true posterior distribution, achieving 77.2% coverage. The proposed framework provides a reliable, scalable tool for early-stage damage diagnosis in operating bridges.

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