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Original scientific paper

https://doi.org/10.14256/JCE.4344.2025

Flexural capacity prediction of partially encased composite beams using machine learning

Hongxin Liu
Ping Yang
Yaming Li
Shuizhong Jia
Xiaomeng Xie


Full text: croatian pdf 2.999 Kb

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Full text: english pdf 2.971 Kb

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Abstract

To address traditional limitations, this study investigated the flexural performance of large-section PEC beams with varied web openings using experiments and machine learning (ML). Four-point bending tests on specimens with different sections and openings demonstrated excellent ductility (coefficient >4.0), although openings slightly reduced yield strength without significantly affecting overall performance. A database of 15 variables was used to train and validate four ML models (RF, CatBoost, KNN, LightGBM). The RF model achieved the highest accuracy (~2.6% MAE). Shapley analysis improved interpretability by identifying key parameters. Integrating explainable ML substantially enhances the prediction accuracy and interpretability of PEC flexural capacity, offering a promising approach for intelligent structural design and assessent.

Keywords

PEC beams; failure mode; flexural capacity; ductility; machine learning

Hrčak ID:

345451

URI

https://hrcak.srce.hr/345451

Publication date:

2.3.2026.

Article data in other languages: croatian

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