Real-Time Structural Health Monitoring with Bayesian Neural Networks: Distinguishing Aleatoric and Epistemic Uncertainty for Digital Twin Frameworks

📅 2025-12-02
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🤖 AI Summary
Real-time, spatially resolved uncertainty quantification remains challenging in structural health monitoring (SHM). Method: This paper proposes a full-field uncertainty modeling framework integrating principal component analysis (PCA), Bayesian neural networks (BNNs), and Hamiltonian Monte Carlo (HMC) inference. Leveraging only sparse strain sensor measurements, the framework reconstructs high-fidelity full-field strain distributions and—crucially—disentangles aleatoric uncertainty (from measurement noise) and epistemic uncertainty (from model inadequacy) at the pixel level. Contribution/Results: The method achieves high reconstruction accuracy (R² > 0.9 for carbon fiber specimens) and enables interpretable, spatially localized confidence assessment. It demonstrates robustness under crack-induced strain singularities and supports trustworthy, real-time damage diagnosis and decision-making within digital twin applications.

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📝 Abstract
Reliable real-time analysis of sensor data is essential for structural health monitoring (SHM) of high-value assets, yet a major challenge is to obtain spatially resolved full-field aleatoric and epistemic uncertainties for trustworthy decision-making. We present an integrated SHM framework that combines principal component analysis (PCA), a Bayesian neural network (BNN), and Hamiltonian Monte Carlo (HMC) inference, mapping sparse strain gauge measurements onto leading PCA modes to reconstruct full-field strain distributions with uncertainty quantification. The framework was validated through cyclic four-point bending tests on carbon fiber reinforced polymer (CFRP) specimens with varying crack lengths, achieving accurate strain field reconstruction (R squared value>0.9) while simultaneously producing real-time uncertainty fields. A key contribution is that the BNN yields robust full-field strain reconstructions from noisy experimental data with crack-induced strain singularities, while also providing explicit representations of two complementary uncertainty fields. Considered jointly in full-field form, the aleatoric and epistemic uncertainty fields make it possible to diagnose at a local level, whether low-confidence regions are driven by data-inherent issues or by model-related limitations, thereby supporting reliable decision-making. Collectively, the results demonstrate that the proposed framework advances SHM toward trustworthy digital twin deployment and risk-aware structural diagnostics.
Problem

Research questions and friction points this paper is trying to address.

Real-time monitoring of structural health with uncertainty quantification
Distinguishing data noise from model limitations in strain field reconstruction
Supporting reliable decision-making for digital twin frameworks in SHM
Innovation

Methods, ideas, or system contributions that make the work stand out.

Bayesian neural network for full-field strain reconstruction
Principal component analysis mapping sparse gauge data
Hamiltonian Monte Carlo inference for uncertainty quantification
H
Hanbin Cho
Department of Mechanical Engineering, Korea Advanced Institute of Science and Technology (KAIST), Daejeon 34141, Republic of Korea
J
Jecheon Yu
Department of Mechanical Engineering, Korea Advanced Institute of Science and Technology (KAIST), Daejeon 34141, Republic of Korea
H
Hyeonbin Moon
Department of Mechanical Engineering, Korea Advanced Institute of Science and Technology (KAIST), Daejeon 34141, Republic of Korea
J
Jiyoung Yoon
Advanced Mechatronic R&D Group, Korea Institute of Industrial Technology, Daegu 42994, Republic of Korea
Junhyeong Lee
Junhyeong Lee
Ph.D. Candidate, KAIST
Data-driven DesignArtificial IntelligenceComputational Mechanics
G
Giyoung Kim
Department of Mechanical Engineering, Kyungpook National University, Daegu 41566, Republic of Korea
J
Jinhyoung Park
School of Mechatronics Engineering, Korea University of Technology and Education, Cheonan 31253, Republic of Korea
Seunghwa Ryu
Seunghwa Ryu
KAIST Endowed Chair Professor of Mechanical Engineering
MechanicsMaterials ModelingAI Based DesignComposites