A Bayesian Framework for Selecting Fractional Viscoelastic Models in Unconstrained-Layer Damped Beams

Abstract This work presents a Bayesian framework for the identification and selection of fractional viscoelastic constitutive models for layered beams with unconstrained damping treatments. The physical problem is described by one-dimensional homogenized beam models, in which the viscoelastic layer is represented through a frequency-dependent complex modulus. Both the classical thin-layer formulation and a shear-corrected thick-layer model are considered through a unified effective flexural stiffness. The resulting frequency-domain boundary value problem is solved by the Generalized Integral Transform Technique (GITT), leading to a semi-analytical expression for the beam-tip receptance. This formulation provides an efficient forward model for repeated evaluations in inverse analysis. Several fractional viscoelastic models, including Kelvin--Voigt, Maxwell and Zener formulations, are investigated as competing model classes. Bayesian parameter estimation is performed using Transitional Markov Chain Monte Carlo (TMCMC), which provides posterior samples of the constitutive parameters and estimates of the model evidence. The evidence is then used for Bayesian model class selection, naturally balancing data-fitting capability and model complexity. In addition, global sensitivity analysis is employed to assess the influence and practical identifiability of the uncertain parameters on the frequency-response predictions. The proposed methodology combines a mesh-free semi-analytical structural solver with a probabilistic framework for uncertainty quantification, parameter estimation, and model comparison. The results demonstrate that the GITT-based forward model is suitable for Bayesian inverse analysis of viscoelastic layered beams, enabling the systematic evaluation of competing fractional constitutive descriptions from frequency-response data. The model comparison shows that layer thickness determines which constitutive model is favored by the data, suggesting geometry as an integral part of constitutive-model identifiability.

Authors

Institutions

Publication Details

Journal
Research Square
Published
2026-11-05
DOI
https://doi.org/10.21203/rs.3.rs-11455292/v1
Primary Topic
Structural Health Monitoring Techniques
Type
preprint
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
preprint

A Bayesian Framework for Selecting Fractional Viscoelastic Models in Unconstrained-Layer Damped Beams

Arthur Adeodato, Diego Knupp, André Oliveira, Leonardo Stutz et al.
Research Square
Structural Health Monitoring Techniques
preprint

A Bayesian Framework for Selecting Fractional Viscoelastic Models in Unconstrained-Layer Damped Beams

Arthur Adeodato, Diego Knupp, André Oliveira, Leonardo Stutz, Lucas Asth
preprint en

Abstract

Abstract This work presents a Bayesian framework for the identification and selection of fractional viscoelastic constitutive models for layered beams with unconstrained damping treatments. The physical problem is described by one-dimensional homogenized beam models, in which the viscoelastic layer is represented through a frequency-dependent complex modulus. Both the classical thin-layer formulation and a shear-corrected thick-layer model are considered through a unified effective flexural stiffness. The resulting frequency-domain boundary value problem is solved by the Generalized Integral Transform Technique (GITT), leading to a semi-analytical expression for the beam-tip receptance. This formulation provides an efficient forward model for repeated evaluations in inverse analysis. Several fractional viscoelastic models, including Kelvin--Voigt, Maxwell and Zener formulations, are investigated as competing model classes. Bayesian parameter estimation is performed using Transitional Markov Chain Monte Carlo (TMCMC), which provides posterior samples of the constitutive parameters and estimates of the model evidence. The evidence is then used for Bayesian model class selection, naturally balancing data-fitting capability and model complexity. In addition, global sensitivity analysis is employed to assess the influence and practical identifiability of the uncertain parameters on the frequency-response predictions. The proposed methodology combines a mesh-free semi-analytical structural solver with a probabilistic framework for uncertainty quantification, parameter estimation, and model comparison. The results demonstrate that the GITT-based forward model is suitable for Bayesian inverse analysis of viscoelastic layered beams, enabling the systematic evaluation of competing fractional constitutive descriptions from frequency-response data. The model comparison shows that layer thickness determines which constitutive model is favored by the data, suggesting geometry as an integral part of constitutive-model identifiability.

Research Square
Universidade do Estado do Rio de Janeiro (BR), Instituto Federal de Educação Ciência e Tecnologia do Norte de Minas Gerais (BR)
Structural Health Monitoring Techniques
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Laika access coming soon