Fatigue Life Prediction in Cementitious Materials Through Bayesian Probabilistic Models

ABSTRACT First, we present a probabilistic framework for analyzing fatigue in cementitious materials, particularly concrete, within a Bayesian context. This is realized by incorporating the Sparks–Menzies relation, which correlates fatigue life to the secondary strain rate, into a probabilistic model. This study emphasizes the transition from deterministic to probabilistic methodologies, enhancing the prediction and understanding of fatigue behavior under varying load conditions. Next, we reformulate a strain‐based failure criterion, previously deterministic, into a probabilistic model that better captures the inherent variability of material properties. The Bayesian model estimates parameters through probability density functions rather than fixed coefficients, leveraging extensive experimental data. Finally, we extract a generic Sparks–Menzies relation for all the cementitious materials studied, thus a strain‐based criterion for their fatigue life prediction, with obtained probabilistic density functions. Such a customized application of the Bayesian analysis represents a rather novel approach for fatigue prediction and facilitates the early identification of potential failure points during the secondary phase of fatigue testing.

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Journal
Fatigue & Fracture of Engineering Materials & Structures
Published
2025-05-19
DOI
https://doi.org/10.1111/ffe.14678
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
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article

Fatigue Life Prediction in Cementitious Materials Through Bayesian Probabilistic Models

Rena C. Yu, Ángel De La Rosa, Francisco Ruiz Muñoz
Fatigue & Fracture of Engineering Materials & Structures
Infrastructure Maintenance and Monitoring
article

Fatigue Life Prediction in Cementitious Materials Through Bayesian Probabilistic Models

Rena C. Yu, Ángel De La Rosa, Francisco Ruiz Muñoz
article en

Abstract

ABSTRACT First, we present a probabilistic framework for analyzing fatigue in cementitious materials, particularly concrete, within a Bayesian context. This is realized by incorporating the Sparks–Menzies relation, which correlates fatigue life to the secondary strain rate, into a probabilistic model. This study emphasizes the transition from deterministic to probabilistic methodologies, enhancing the prediction and understanding of fatigue behavior under varying load conditions. Next, we reformulate a strain‐based failure criterion, previously deterministic, into a probabilistic model that better captures the inherent variability of material properties. The Bayesian model estimates parameters through probability density functions rather than fixed coefficients, leveraging extensive experimental data. Finally, we extract a generic Sparks–Menzies relation for all the cementitious materials studied, thus a strain‐based criterion for their fatigue life prediction, with obtained probabilistic density functions. Such a customized application of the Bayesian analysis represents a rather novel approach for fatigue prediction and facilitates the early identification of potential failure points during the secondary phase of fatigue testing.

Fatigue & Fracture of Engineering Materials & StructuresVol. 48(8)
Universidad Rey Juan Carlos (ES), University of Castilla-La Mancha (ES)
Responsible consumption and production
Openalex Percentile: Top 89%
Infrastructure Maintenance and Monitoring
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Fatigue Life Prediction in Cementitious Materials Through Bayesian Probabilistic Models — Rena C. Yu, Ángel De La Rosa, et al. · Fatigue & Fracture of Engineering Materials & Structures (2025) | TGRS Research Map | TGRS