Exploring the Elastic Properties of Interfacial Transition Zone in Concrete Materials Using an Ensemble Learning Approach

ABSTRACT Concrete materials consist of multiple phases with distinct mechanical properties, making it essential to accurately identify the mechanical behavior of both constituent phases and their interfaces for effective multiscale modeling. This study estimates the elastic properties of the interfacial transition zone using a machine learning (ML) approach. A dataset is generated from numerical simulations based on a Fast Fourier Transform method, validated against experimental data. Seven ML models are developed and trained, including four independent artificial neural networks and three ensemble models. The best‐performing ensemble model is identified and described in detail. Further analysis, including over‐fitting analysis, parameter investigation, and sensitivity study, confirms the model's validity and practical applicability.

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Publication Details

Journal
International Journal for Numerical and Analytical Methods in Geomechanics
Published
2025-05-30
DOI
https://doi.org/10.1002/nag.4009
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00

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article

Exploring the Elastic Properties of Interfacial Transition Zone in Concrete Materials Using an Ensemble Learning Approach

Jing Xue, J.F. Shao, Xiaolong Zhao, Yajun Cao
International Journal for Numerical and Analytical Methods in Geomechanics
Concrete and Cement Materials Research
article

Exploring the Elastic Properties of Interfacial Transition Zone in Concrete Materials Using an Ensemble Learning Approach

Jing Xue, J.F. Shao, Xiaolong Zhao, Yajun Cao
article en

Abstract

ABSTRACT Concrete materials consist of multiple phases with distinct mechanical properties, making it essential to accurately identify the mechanical behavior of both constituent phases and their interfaces for effective multiscale modeling. This study estimates the elastic properties of the interfacial transition zone using a machine learning (ML) approach. A dataset is generated from numerical simulations based on a Fast Fourier Transform method, validated against experimental data. Seven ML models are developed and trained, including four independent artificial neural networks and three ensemble models. The best‐performing ensemble model is identified and described in detail. Further analysis, including over‐fitting analysis, parameter investigation, and sensitivity study, confirms the model's validity and practical applicability.

International Journal for Numerical and Analytical Methods in GeomechanicsVol. 49(12)
Centre National de la Recherche Scientifique (FR), Hohai University (CN), Institut Universitaire de France (FR), Université de Lille (FR), China Atomic Energy Authority (CN), Beijing Research Institute of Uranium Geology (CN), Shandong Agricultural University (CN), École Centrale de Lille (FR)
European Commission, China Atomic Energy Authority
Sustainable cities and communities
Openalex Percentile: Top 88%
Concrete and Cement Materials Research
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