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    ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 008::page 04022089
    Author:
    Ahmad Tarawneh
    ,
    Ghassan Almasabha
    ,
    Yasmin Murad
    DOI: 10.1061/(ASCE)ST.1943-541X.0003389
    Publisher: ASCE
    Abstract: Predicting the axial capacity and behavior of concentrically, eccentrically, and slender loaded fiber-reinforced polymer (FRP)-RC columns is not completely established, and the current design codes lack design provisions for FRP-RC columns. Rather, it requires ignoring the contribution of FRP bars in compression conservatively. To bridge this knowledge gap, this study proposes an artificial neural network (ANN)-based model capable of predicting the axial capacity and slenderness limit and constructing an interaction diagram for FRP-reinforced columns. The aforementioned model was trained with Bayesian regularization utilizing a comprehensive database of 241 tested FRP-RC columns. Parameters included in the model are column cross-sectional area, compressive strength, FRP elastic modulus, reinforcement ratio, eccentricity ratio, and slenderness ratio. The predictions of the ANN-based model match well with the experimental results of the compiled database; the model predictions have a COV of 15% and root-mean square error of 130 kN. In addition, a parametric study was conducted to investigate the effect of parameters and ensure the generalizability of the proposed model.
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      ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4286693
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    contributor authorAhmad Tarawneh
    contributor authorGhassan Almasabha
    contributor authorYasmin Murad
    date accessioned2022-08-18T12:29:13Z
    date available2022-08-18T12:29:13Z
    date issued2022/05/19
    identifier other%28ASCE%29ST.1943-541X.0003389.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286693
    description abstractPredicting the axial capacity and behavior of concentrically, eccentrically, and slender loaded fiber-reinforced polymer (FRP)-RC columns is not completely established, and the current design codes lack design provisions for FRP-RC columns. Rather, it requires ignoring the contribution of FRP bars in compression conservatively. To bridge this knowledge gap, this study proposes an artificial neural network (ANN)-based model capable of predicting the axial capacity and slenderness limit and constructing an interaction diagram for FRP-reinforced columns. The aforementioned model was trained with Bayesian regularization utilizing a comprehensive database of 241 tested FRP-RC columns. Parameters included in the model are column cross-sectional area, compressive strength, FRP elastic modulus, reinforcement ratio, eccentricity ratio, and slenderness ratio. The predictions of the ANN-based model match well with the experimental results of the compiled database; the model predictions have a COV of 15% and root-mean square error of 130 kN. In addition, a parametric study was conducted to investigate the effect of parameters and ensure the generalizability of the proposed model.
    publisherASCE
    titleColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns
    typeJournal Article
    journal volume148
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003389
    journal fristpage04022089
    journal lastpage04022089-12
    page12
    treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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