4.7 Article

Estimation of fatigue life of welded structures incorporating importance analysis of influence factors: A data-driven approach

Journal

ENGINEERING FRACTURE MECHANICS
Volume 281, Issue -, Pages -

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2023.109103

Keywords

Life predictor; Welded structures; Weight analysis; Deep learning; Data-driven method

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This study proposes a data-driven approach for fatigue performance prediction through factor analysis and physics-based analysis of the factors affecting fatigue performance using a physical model. The weights of the physics-informed influence factors on fatigue life were analyzed using the extreme gradient boosting algorithm and verified through cross-validation. The prediction results integrated into the SN curves of a deep convolutional neural network model with the weight analysis of influence factors showed better accuracy and stability compared to direct prediction and other existing prediction models. This approach can better describe and estimate the fatigue performance of welded structures due to the advantages of the deep convolutional neural network in avoiding overfitting and local optimization.
The fatigue life prediction of welded joints with different specifications under different conditions was a challenging issue due to the quite complex influence. Specifically, the current fatigue life prediction methods lacked comprehensive analysis of multiple influence factors and reasonable incorporation of physical models. So, the analysis of factors influencing the fatigue life of welded joints and the fatigue life prediction were critical to the safety and reliability of engineering structures. In this study, a prediction approach for fatigue performance was proposed based on influence factor analysis using data-driven methods. The fatigue performance dataset was processed via physical models to realize the physics-based analysis of the factors affecting fatigue performance. The weights of the physics-informed influence factors on the fatigue life were analyzed using the extreme gradient boosting (XGBoost) algorithm and verified by cross-validation. The prediction results extracted from the SN curves predicted by the deep convolutional neural network (DCNN) model incorporating the weight analysis of influence factors exhibited better accuracy and stability than direct prediction and other existing prediction models. Because of the advantages of DCNN in avoiding over fitting and local optimization, the proposed approach can better describe and estimate the fatigue performance of welded structures.

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