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Ensemble learning based sustainable approach to rebuilding metal structures prediction
Tetiana Vlasenko1, Taras Hutsol2,3, Vitaliy Vlasovets4
1Department of Management, Business and Administration, State Biotechnology University, Alchevsky St., 44, Kharkiv, 61002, Ukraine.
Scientific Reports
|January 8, 2025
Summary
Machine learning predicts construction steel reusability using non-destructive testing. This supports the European Green Deal by enabling informed decisions for steel reuse at the end of a building's life.
Area of Science:
- Materials Science
- Civil Engineering
- Computer Science
Background:
- The European Green Deal emphasizes product reuse and durability, particularly for construction steel.
- Life Cycle Assessment (LCA) is crucial for environmental impact but has gaps in predicting end-of-life steel properties.
- Predicting steel reusability at the end-of-life stage (C1-C4, D) is challenging.
Purpose of the Study:
- To develop a machine learning model for predicting construction steel reusability.
- To determine steel yield strength using a non-destructive magnetic method for reuse assessment.
- To support informed decision-making for reusing construction steel.
Main Methods:
- Utilized machine learning (ML) approaches, focusing on regression problems.
- Employed ensemble learning to combine multiple models for improved prediction accuracy.
- Applied the WeightedEnsemble method, integrating 8 models for predicting tensile strength.
Main Results:
- The WeightedEnsemble method achieved the highest prediction accuracy (MSE = 441 MPa, RMSE = 21 MPa).
- The model demonstrated high accuracy and low conclusion delay (IL = 0.119 s) in predicting tensile strength.
- Non-destructive magnetic testing data was effectively used for property prediction.
Conclusions:
- Machine learning, specifically ensemble methods, significantly enhances the prediction of construction steel reusability.
- An automated tool based on this ML model can aid construction professionals in making informed decisions for steel reuse.
- This approach represents a significant advancement in managing steel reuse processes at the building's end-of-life stage (Stage D).
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