Stochastic fracture and fatigue analysis in elasto-plastic materials via virtual modelling techniques

• A computational framework integrates uncertainties to improve fatigue analysis in elasto-plastic materials. • Virtual modelling techniques significantly reduce computational costs while maintaining accuracy in fatigue analysis. • Various numerical examples confirm the framework's reliability in predicting stochastic fatigue-induced fractures. • The integration of uncertainties improves fatigue life predictions and ensures structural safety evaluations. This study presents a stochastic elasto-plastic fracture and fatigue analysis framework, leveraging the phase field method to address the complex fatigue phenomenon. Fatigue behaviour in elasto-plastic materials, governed by the intricate process of plastic damage accumulation, remains pivotal for precisely evaluating structural load-bearing capacities. Transitioning from static fracture analysis to fatigue presents additional challenges, particularly in capturing the cyclic loading effects and progressive damage accumulation, which significantly increase computational demands. These challenges are further exacerbated by system uncertainties, including variations in geometric configurations, material properties, and external loads. To address these difficulties, the proposed framework adopts the predictive capabilities of virtual modelling to systematically elucidate the interdependencies between fatigue responses and uncertain system inputs, providing an efficient alternative to conventional time-consuming numerical simulations. The integration of S-spline polynomial kernel into the extended support vector regression model enhances the training process of the virtual model and demonstrates unparalleled robustness in tackling the challenges of elasto-plastic fracture and fatigue phenomena. Comprehensive numerical investigations, benchmarked against experimental and numerical data, validate the framework's exceptional accuracy and computational efficiency, establishing its versatility for safety and reliability evaluations across static and fatigue scenarios.

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Publication Details

Journal
Computer Methods in Applied Mechanics and Engineering
Published
2025-04-09
DOI
https://doi.org/10.1016/j.cma.2025.117997
Citations
1
Primary Topic
Numerical methods in engineering
Type
article
Field-Weighted Citation Impact
0.86

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article

Stochastic fracture and fatigue analysis in elasto-plastic materials via virtual modelling techniques

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1 citations
Computer Methods in Applied Mechanics and Engineering
Numerical methods in engineering
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article

Stochastic fracture and fatigue analysis in elasto-plastic materials via virtual modelling techniques

Wei Gao, Xiaojun Chen, Di Wu, Yuan Feng, Yiyang Liu, Chengwei Yang
article en
1 citations

Abstract

• A computational framework integrates uncertainties to improve fatigue analysis in elasto-plastic materials. • Virtual modelling techniques significantly reduce computational costs while maintaining accuracy in fatigue analysis. • Various numerical examples confirm the framework's reliability in predicting stochastic fatigue-induced fractures. • The integration of uncertainties improves fatigue life predictions and ensures structural safety evaluations. This study presents a stochastic elasto-plastic fracture and fatigue analysis framework, leveraging the phase field method to address the complex fatigue phenomenon. Fatigue behaviour in elasto-plastic materials, governed by the intricate process of plastic damage accumulation, remains pivotal for precisely evaluating structural load-bearing capacities. Transitioning from static fracture analysis to fatigue presents additional challenges, particularly in capturing the cyclic loading effects and progressive damage accumulation, which significantly increase computational demands. These challenges are further exacerbated by system uncertainties, including variations in geometric configurations, material properties, and external loads. To address these difficulties, the proposed framework adopts the predictive capabilities of virtual modelling to systematically elucidate the interdependencies between fatigue responses and uncertain system inputs, providing an efficient alternative to conventional time-consuming numerical simulations. The integration of S-spline polynomial kernel into the extended support vector regression model enhances the training process of the virtual model and demonstrates unparalleled robustness in tackling the challenges of elasto-plastic fracture and fatigue phenomena. Comprehensive numerical investigations, benchmarked against experimental and numerical data, validate the framework's exceptional accuracy and computational efficiency, establishing its versatility for safety and reliability evaluations across static and fatigue scenarios.

Computer Methods in Applied Mechanics and EngineeringVol. 441
University of Technology Sydney (AU), UNSW Sydney (AU), Reef Ecologic (AU)
Australian Research Council
Openalex Percentile: Top 32%
Numerical methods in engineering
0.86
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