Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete Columns

Fiber-reinforced polymer (FRP) rebars are increasingly being used as an alternative to steel rebars in reinforced concrete (RC) members due to their excellent corrosion resistance capability and enhanced mechanical properties. Extensive research works have been performed in the last two decades to d...

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Main Authors: Celal Cakiroglu, Kamrul Islam, Gebrail Bekdaş, Sanghun Kim, Zong Woo Geem
Format: Article
Language:English
Published: MDPI AG 2022-04-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/15/8/2742
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author Celal Cakiroglu
Kamrul Islam
Gebrail Bekdaş
Sanghun Kim
Zong Woo Geem
author_facet Celal Cakiroglu
Kamrul Islam
Gebrail Bekdaş
Sanghun Kim
Zong Woo Geem
author_sort Celal Cakiroglu
collection DOAJ
description Fiber-reinforced polymer (FRP) rebars are increasingly being used as an alternative to steel rebars in reinforced concrete (RC) members due to their excellent corrosion resistance capability and enhanced mechanical properties. Extensive research works have been performed in the last two decades to develop predictive models, codes, and guidelines to estimate the axial load-carrying capacity of FRP-RC columns. This study utilizes the power of artificial intelligence and develops an alternative approach to predict the axial capacity of FRP-RC columns more accurately using data-driven machine learning (ML) algorithms. A database of 117 tests of axially loaded FRP-RC columns is collected from the literature. The geometric and material properties, column shape and slenderness ratio, reinforcement details, and FRP types are used as the input variables, while the load-carrying capacity is used as the output response to develop the ML models. Furthermore, the input-output relationship of the ML model is explained through feature importance analysis and the SHapely Additive exPlanations (SHAP) approach. Eight ML models, namely, Kernel Ridge Regression, Lasso Regression, Support Vector Machine, Gradient Boosting Machine, Adaptive Boosting, Random Forest, Categorical Gradient Boosting, and Extreme Gradient Boosting, are used in this study for capacity prediction, and their relative performances are compared to identify the best-performing ML model. Finally, predictive equations are proposed using the harmony search optimization and the model interpretations obtained through the SHAP algorithm.
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spelling doaj.art-abc2d731f3184b89a1128c121150d4112023-12-01T21:10:33ZengMDPI AGMaterials1996-19442022-04-01158274210.3390/ma15082742Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete ColumnsCelal Cakiroglu0Kamrul Islam1Gebrail Bekdaş2Sanghun Kim3Zong Woo Geem4Department of Civil Engineering, Turkish-German University, Istanbul 34820, TurkeyDepartment of Civil, Geological and Mining Engineering, Polytechnique Montréal, Montreal, QC H3C 3A7, CanadaDepartment of Civil Engineering, Istanbul University—Cerrahpasa, Istanbul 34320, TurkeyDepartment of Civil and Environmental Engineering, Temple University, Philadelphia, PA 19122, USADepartment of Smart City & Energy, Gachon University, Seongnam 13120, KoreaFiber-reinforced polymer (FRP) rebars are increasingly being used as an alternative to steel rebars in reinforced concrete (RC) members due to their excellent corrosion resistance capability and enhanced mechanical properties. Extensive research works have been performed in the last two decades to develop predictive models, codes, and guidelines to estimate the axial load-carrying capacity of FRP-RC columns. This study utilizes the power of artificial intelligence and develops an alternative approach to predict the axial capacity of FRP-RC columns more accurately using data-driven machine learning (ML) algorithms. A database of 117 tests of axially loaded FRP-RC columns is collected from the literature. The geometric and material properties, column shape and slenderness ratio, reinforcement details, and FRP types are used as the input variables, while the load-carrying capacity is used as the output response to develop the ML models. Furthermore, the input-output relationship of the ML model is explained through feature importance analysis and the SHapely Additive exPlanations (SHAP) approach. Eight ML models, namely, Kernel Ridge Regression, Lasso Regression, Support Vector Machine, Gradient Boosting Machine, Adaptive Boosting, Random Forest, Categorical Gradient Boosting, and Extreme Gradient Boosting, are used in this study for capacity prediction, and their relative performances are compared to identify the best-performing ML model. Finally, predictive equations are proposed using the harmony search optimization and the model interpretations obtained through the SHAP algorithm.https://www.mdpi.com/1996-1944/15/8/2742fiber-reinforced polymer (FRP) rebarreinforced concrete columnsaxial capacitymachine learningensemble learningharmony search optimization
spellingShingle Celal Cakiroglu
Kamrul Islam
Gebrail Bekdaş
Sanghun Kim
Zong Woo Geem
Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete Columns
Materials
fiber-reinforced polymer (FRP) rebar
reinforced concrete columns
axial capacity
machine learning
ensemble learning
harmony search optimization
title Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete Columns
title_full Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete Columns
title_fullStr Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete Columns
title_full_unstemmed Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete Columns
title_short Interpretable Machine Learning Algorithms to Predict the Axial Capacity of FRP-Reinforced Concrete Columns
title_sort interpretable machine learning algorithms to predict the axial capacity of frp reinforced concrete columns
topic fiber-reinforced polymer (FRP) rebar
reinforced concrete columns
axial capacity
machine learning
ensemble learning
harmony search optimization
url https://www.mdpi.com/1996-1944/15/8/2742
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AT gebrailbekdas interpretablemachinelearningalgorithmstopredicttheaxialcapacityoffrpreinforcedconcretecolumns
AT sanghunkim interpretablemachinelearningalgorithmstopredicttheaxialcapacityoffrpreinforcedconcretecolumns
AT zongwoogeem interpretablemachinelearningalgorithmstopredicttheaxialcapacityoffrpreinforcedconcretecolumns