failure probability by randomly sampling
crack size, toughness, pressure, and
geometry, and then running each set
through the failure assessment diagram
(FAD) model to calculate how many
cases fail [69]. Despite it being easy to
apply, MCS still has limitations, includ-
ing slow convergence rates and sensi-
tivity to input distributions. Therefore,
careful input modeling is needed to
avoid biased results [66]. Future develop-
ments may focus on hybrid approaches,
combining Monte Carlo with other UQ
methods, such as polynomial chaos
expansion or Bayesian inference, to
further optimize performance.
BAYESIAN INFERENCE VIA MCMC
FOR ADAPTIVE NDE
Unlike traditional statistical methods,
which assume fixed probabilities,
Bayesian inference continuously refines
its predictions by incorporating prior
knowledge with real-time sensor mea-
surements. This approach is particularly
valuable for real-time monitoring and
adaptive inspection strategies, where
uncertainty evolves as new data is col-
lected. The core idea behind Bayesian
inference is to obtain a posterior distri-
bution that blends prior knowledge and
new evidence, which can be expressed as
P(θ|data) where represents the uncer-
tain parameters. Typically, Markov chain
Monte Carlo (MCMC), Hamiltonian
Monte Carlo, or sequential Monte Carlo
are applied to sample the posterior
distribution. For each posterior sample of
θ a forward model is run to obtain dis-
tributions of inspection outputs (such as
POD, sizing errors, or failure probability).
In practice, Bayesian inference in
NDE often employs MCMC methods to
sample posterior distributions, which
are particularly effective for quantifying
uncertainties in corrosion models and
structural parameters, even with sparse
or heterogeneous data [70]. The adapt-
ability of Bayesian methods is further
highlighted by Nabiyan et al. [71], who
dynamically estimated prediction error
statistics during model updating, making
the approach suitable for handling noisy
or incomplete data.
POLYNOMIAL CHAOS EXPANSION
FOR EFFICIENT UQ
PCE is a computationally efficient method
to model uncertainty propagation in NDE
systems. Unlike MCS, PCE uses poly-
nomial expansions to approximate how
discontinuity geometry, sensor noise,
and material variability affect inspection
results. This approach reduces compu-
tational costs while maintaining high
accuracy. The process involves choosing
a polynomial basis from an orthogonal
family (e.g., Hermite, Legendre, Laguerre,
Jacobi) and truncating the order to
generate training points, using sparse
quadrature, Latin hypercube, or Sobol
sequences (often tens to hundreds of
samples, not thousands). Then, for each
training point, NDE-related simulations
are run—such as ultrasonic, eddy
current, or thermography simulations—
to compute PCE coefficients.
Applications of PCE in NDE and
related fields highlight its versatility.
For instance, Chen et al. [72] showed its
effectiveness in quantifying uncertainties
in composite cylindrical shells, address-
ing both geometric and material variabil-
ity. Similarly, its adaptability in sub-THz
antenna design and multiscale resilience
analysis has been demonstrated [73, 74]. By
combining computational efficiency with
high fidelity, PCE emerges as a powerful
tool for UQ in NDE, enabling reliable dis-
continuity detection and material charac-
terization under uncertainty.
AI-Driven UQ Methods for NDE
Artificial intelligence (AI) has revo-
lutionized discontinuity detection,
classification, and localization by
developing deep learning models for
NDE. However, traditional AI-based
approaches often operate as black
boxes, meaning they lack the ability to
quantify prediction uncertainty, which
increases the risk of false detections or
overlooked discontinuities. AI-driven
UQ methodologies have the potential to
address this issue by integrating prob-
abilistic learning frameworks. Three
widely used approaches in NDE are
Bayesian neural networks (BNNs) [75],
Monte Carlo dropout (MC dropout) [76],
and ensemble learning [77], which are
compared in Figure 5. These techniques
Uncertainty modeled via
stochastic inference
MC dropout
Input:
Output:
Uncertainty modeled through
weight distributions
BNN
Input:
Weights:
(with distribution)
Hidden layer
Weights:
(with distribution)
Output:
Ensemble learning
Uncertainty from prediction
variance across models
Neural network #1 Neural network #2 Neural network #3
Input
Output
Ensemble
Figure 5. Illustrative process of three AI-driven UQ methods: (a) Bayesian neural network (BNN) (b) Monte Carlo (MC) dropout (c) ensemble learning.
A U G U S T 2 0 2 5 • M AT E R I A L S E V A L U AT I O N 31
crack size, toughness, pressure, and
geometry, and then running each set
through the failure assessment diagram
(FAD) model to calculate how many
cases fail [69]. Despite it being easy to
apply, MCS still has limitations, includ-
ing slow convergence rates and sensi-
tivity to input distributions. Therefore,
careful input modeling is needed to
avoid biased results [66]. Future develop-
ments may focus on hybrid approaches,
combining Monte Carlo with other UQ
methods, such as polynomial chaos
expansion or Bayesian inference, to
further optimize performance.
BAYESIAN INFERENCE VIA MCMC
FOR ADAPTIVE NDE
Unlike traditional statistical methods,
which assume fixed probabilities,
Bayesian inference continuously refines
its predictions by incorporating prior
knowledge with real-time sensor mea-
surements. This approach is particularly
valuable for real-time monitoring and
adaptive inspection strategies, where
uncertainty evolves as new data is col-
lected. The core idea behind Bayesian
inference is to obtain a posterior distri-
bution that blends prior knowledge and
new evidence, which can be expressed as
P(θ|data) where represents the uncer-
tain parameters. Typically, Markov chain
Monte Carlo (MCMC), Hamiltonian
Monte Carlo, or sequential Monte Carlo
are applied to sample the posterior
distribution. For each posterior sample of
θ a forward model is run to obtain dis-
tributions of inspection outputs (such as
POD, sizing errors, or failure probability).
In practice, Bayesian inference in
NDE often employs MCMC methods to
sample posterior distributions, which
are particularly effective for quantifying
uncertainties in corrosion models and
structural parameters, even with sparse
or heterogeneous data [70]. The adapt-
ability of Bayesian methods is further
highlighted by Nabiyan et al. [71], who
dynamically estimated prediction error
statistics during model updating, making
the approach suitable for handling noisy
or incomplete data.
POLYNOMIAL CHAOS EXPANSION
FOR EFFICIENT UQ
PCE is a computationally efficient method
to model uncertainty propagation in NDE
systems. Unlike MCS, PCE uses poly-
nomial expansions to approximate how
discontinuity geometry, sensor noise,
and material variability affect inspection
results. This approach reduces compu-
tational costs while maintaining high
accuracy. The process involves choosing
a polynomial basis from an orthogonal
family (e.g., Hermite, Legendre, Laguerre,
Jacobi) and truncating the order to
generate training points, using sparse
quadrature, Latin hypercube, or Sobol
sequences (often tens to hundreds of
samples, not thousands). Then, for each
training point, NDE-related simulations
are run—such as ultrasonic, eddy
current, or thermography simulations—
to compute PCE coefficients.
Applications of PCE in NDE and
related fields highlight its versatility.
For instance, Chen et al. [72] showed its
effectiveness in quantifying uncertainties
in composite cylindrical shells, address-
ing both geometric and material variabil-
ity. Similarly, its adaptability in sub-THz
antenna design and multiscale resilience
analysis has been demonstrated [73, 74]. By
combining computational efficiency with
high fidelity, PCE emerges as a powerful
tool for UQ in NDE, enabling reliable dis-
continuity detection and material charac-
terization under uncertainty.
AI-Driven UQ Methods for NDE
Artificial intelligence (AI) has revo-
lutionized discontinuity detection,
classification, and localization by
developing deep learning models for
NDE. However, traditional AI-based
approaches often operate as black
boxes, meaning they lack the ability to
quantify prediction uncertainty, which
increases the risk of false detections or
overlooked discontinuities. AI-driven
UQ methodologies have the potential to
address this issue by integrating prob-
abilistic learning frameworks. Three
widely used approaches in NDE are
Bayesian neural networks (BNNs) [75],
Monte Carlo dropout (MC dropout) [76],
and ensemble learning [77], which are
compared in Figure 5. These techniques
Uncertainty modeled via
stochastic inference
MC dropout
Input:
Output:
Uncertainty modeled through
weight distributions
BNN
Input:
Weights:
(with distribution)
Hidden layer
Weights:
(with distribution)
Output:
Ensemble learning
Uncertainty from prediction
variance across models
Neural network #1 Neural network #2 Neural network #3
Input
Output
Ensemble
Figure 5. Illustrative process of three AI-driven UQ methods: (a) Bayesian neural network (BNN) (b) Monte Carlo (MC) dropout (c) ensemble learning.
A U G U S T 2 0 2 5 • M AT E R I A L S E V A L U AT I O N 31















































































































