ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC ColumnsSource: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 008::page 04022089DOI: 10.1061/(ASCE)ST.1943-541X.0003389Publisher: 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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| contributor author | Ahmad Tarawneh | |
| contributor author | Ghassan Almasabha | |
| contributor author | Yasmin Murad | |
| date accessioned | 2022-08-18T12:29:13Z | |
| date available | 2022-08-18T12:29:13Z | |
| date issued | 2022/05/19 | |
| identifier other | %28ASCE%29ST.1943-541X.0003389.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4286693 | |
| description 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. | |
| publisher | ASCE | |
| title | ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns | |
| type | Journal Article | |
| journal volume | 148 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0003389 | |
| journal fristpage | 04022089 | |
| journal lastpage | 04022089-12 | |
| page | 12 | |
| tree | Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 008 | |
| contenttype | Fulltext |