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    Interpretable Machine-Learning Models to Predict the Flexural Strength of Fiber-Reinforced SCM-Blended Concrete Composites

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002::page 04024113-1
    Author:
    Saad Shamim Ansari
    ,
    Syed Muhammad Ibrahim
    ,
    Syed Danish Hasan
    DOI: 10.1061/JSDCCC.SCENG-1496
    Publisher: American Society of Civil Engineers
    Abstract: A novel data-driven approach to predict and explain the flexural strength (FS) of fiber-reinforced supplementary cementitious material (SCM)-blended concrete composites through interpretable machine learning (ML) models is presented. First, two ensemble ML models, AdaBoost (AdB) and gradient boosting (GB), were developed based on various input parameters, such as the type and proportion of SCMs, fibers, and other materials, to predict the FS after 28 days of curing. The statistical analysis showed that the GB model outperformed the AdB model in both accuracy and error, as supported by the scatter plots and Taylor diagram. The predictions by the ML models were interpreted using Sapley additive explanations (SHAP) through bee-swarm plots to identify the relative importance and influence of each input parameter on FS at both the global and local levels. Interpretations were also made for a typical instance by force-plot to represent how the prediction was made. Furthermore, as an additional layer of interpretation, individual conditional expectation (ICE) with partial dependence plots (PDP) were also plotted to visualize the dependence between the two most and least influencing features on the FS. Based on interpretable data-driven models, the most influential parameters were the steel fiber volume and the aspect ratio of the fibers, while the least influential parameters were the maximum aggregate size and the limestone-to-binder ratio. Models based on nonlinear equations were also developed and compared with the output obtained through GB for the prediction of the FS of fiber-reinforced SCM-blended concrete composites. With this novel approach, a better understanding of how the input features affect the FS of fiber-reinforced SCM-blended concrete composites is gained and thus helps in optimizing concrete mix designs accordingly.
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      Interpretable Machine-Learning Models to Predict the Flexural Strength of Fiber-Reinforced SCM-Blended Concrete Composites

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    contributor authorSaad Shamim Ansari
    contributor authorSyed Muhammad Ibrahim
    contributor authorSyed Danish Hasan
    date accessioned2025-04-20T10:29:19Z
    date available2025-04-20T10:29:19Z
    date copyright12/18/2024 12:00:00 AM
    date issued2025
    identifier otherJSDCCC.SCENG-1496.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304821
    description abstractA novel data-driven approach to predict and explain the flexural strength (FS) of fiber-reinforced supplementary cementitious material (SCM)-blended concrete composites through interpretable machine learning (ML) models is presented. First, two ensemble ML models, AdaBoost (AdB) and gradient boosting (GB), were developed based on various input parameters, such as the type and proportion of SCMs, fibers, and other materials, to predict the FS after 28 days of curing. The statistical analysis showed that the GB model outperformed the AdB model in both accuracy and error, as supported by the scatter plots and Taylor diagram. The predictions by the ML models were interpreted using Sapley additive explanations (SHAP) through bee-swarm plots to identify the relative importance and influence of each input parameter on FS at both the global and local levels. Interpretations were also made for a typical instance by force-plot to represent how the prediction was made. Furthermore, as an additional layer of interpretation, individual conditional expectation (ICE) with partial dependence plots (PDP) were also plotted to visualize the dependence between the two most and least influencing features on the FS. Based on interpretable data-driven models, the most influential parameters were the steel fiber volume and the aspect ratio of the fibers, while the least influential parameters were the maximum aggregate size and the limestone-to-binder ratio. Models based on nonlinear equations were also developed and compared with the output obtained through GB for the prediction of the FS of fiber-reinforced SCM-blended concrete composites. With this novel approach, a better understanding of how the input features affect the FS of fiber-reinforced SCM-blended concrete composites is gained and thus helps in optimizing concrete mix designs accordingly.
    publisherAmerican Society of Civil Engineers
    titleInterpretable Machine-Learning Models to Predict the Flexural Strength of Fiber-Reinforced SCM-Blended Concrete Composites
    typeJournal Article
    journal volume30
    journal issue2
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1496
    journal fristpage04024113-1
    journal lastpage04024113-18
    page18
    treeJournal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
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