Computational predictions for estimating the maximum deflection of reinforced concrete panels subjected to the blast load
•We investigate the resistance of reinforced concrete panels (RCPs) due to explosive loading using nonlinear finite element analysis and surrogate models•Increasing the thickness of RCP and compressive strength of concrete has the most positive effect on reducing the damage and maximum deflection of...
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| Published in | International journal of impact engineering Vol. 139; p. 103527 |
|---|---|
| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Oxford
Elsevier Ltd
01.05.2020
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
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| Abstract | •We investigate the resistance of reinforced concrete panels (RCPs) due to explosive loading using nonlinear finite element analysis and surrogate models•Increasing the thickness of RCP and compressive strength of concrete has the most positive effect on reducing the damage and maximum deflection of RCP under blast loading.•MLnER is selected as the best surrogate model to predict the maximum deflection of RCPs.
We investigate the resistance of reinforced concrete panels (RCPs) due to explosive loading using nonlinear finite element analysis and surrogate models. Therefore, gene expression programming model (GEP), multiple linear regression (MLR), multiple Ln equation regression (MLnER), and their combination are used to predict the maximum deflection of RCPs. The maximum positive and negative errors, mean of absolute percentage error (MAPE), and statistical parameters such as the coefficient of determination, root mean square error (RMSE). Normalized square error (NMSE), and fractional bias are utilized to evaluate and compare the performance of the models. We also present a novel statistical table to demonstrate the distribution of percentage errors indicating that MLnER is the best model for predicting the maximum deflection of RCPs under blast loading. We also carry out a detailed parameter study. The independent variables include the weight of charge, standoff distance, panel thickness, panel dimensions, reinforcement ratio, the compressive strength of concrete and yield strength of the reinforcement. We find that the key parameters are the panel thickness and compressive strength with respect to the explosive strength of RCPs, and the explosive weight and distance from the explosive have the most impact on the RCP failure. |
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| AbstractList | •We investigate the resistance of reinforced concrete panels (RCPs) due to explosive loading using nonlinear finite element analysis and surrogate models•Increasing the thickness of RCP and compressive strength of concrete has the most positive effect on reducing the damage and maximum deflection of RCP under blast loading.•MLnER is selected as the best surrogate model to predict the maximum deflection of RCPs.
We investigate the resistance of reinforced concrete panels (RCPs) due to explosive loading using nonlinear finite element analysis and surrogate models. Therefore, gene expression programming model (GEP), multiple linear regression (MLR), multiple Ln equation regression (MLnER), and their combination are used to predict the maximum deflection of RCPs. The maximum positive and negative errors, mean of absolute percentage error (MAPE), and statistical parameters such as the coefficient of determination, root mean square error (RMSE). Normalized square error (NMSE), and fractional bias are utilized to evaluate and compare the performance of the models. We also present a novel statistical table to demonstrate the distribution of percentage errors indicating that MLnER is the best model for predicting the maximum deflection of RCPs under blast loading. We also carry out a detailed parameter study. The independent variables include the weight of charge, standoff distance, panel thickness, panel dimensions, reinforcement ratio, the compressive strength of concrete and yield strength of the reinforcement. We find that the key parameters are the panel thickness and compressive strength with respect to the explosive strength of RCPs, and the explosive weight and distance from the explosive have the most impact on the RCP failure. We investigate the resistance of reinforced concrete panels (RCPs) due to explosive loading using nonlinear finite element analysis and surrogate models. Therefore, gene expression programming model (GEP), multiple linear regression (MLR), multiple Ln equation regression (MLnER), and their combination are used to predict the maximum deflection of RCPs. The maximum positive and negative errors, mean of absolute percentage error (MAPE), and statistical parameters such as the coefficient of determination, root mean square error (RMSE). Normalized square error (NMSE), and fractional bias are utilized to evaluate and compare the performance of the models. We also present a novel statistical table to demonstrate the distribution of percentage errors indicating that MLnER is the best model for predicting the maximum deflection of RCPs under blast loading. We also carry out a detailed parameter study. The independent variables include the weight of charge, standoff distance, panel thickness, panel dimensions, reinforcement ratio, the compressive strength of concrete and yield strength of the reinforcement. We find that the key parameters are the panel thickness and compressive strength with respect to the explosive strength of RCPs, and the explosive weight and distance from the explosive have the most impact on the RCP failure. |
| ArticleNumber | 103527 |
| Author | Khalili, Mohammad Reza Shishegaran, Aydin Rabczuk, Timon Karami, Behnam Shishegaran, Arshia |
| Author_xml | – sequence: 1 givenname: Aydin surname: Shishegaran fullname: Shishegaran, Aydin organization: School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran – sequence: 2 givenname: Mohammad Reza surname: Khalili fullname: Khalili, Mohammad Reza organization: School of Civil engineering, Sharif University of Technology Tehran, Iran – sequence: 3 givenname: Behnam surname: Karami fullname: Karami, Behnam organization: International Institute of Earthquake Engineering and Seismology, Tehran, Iran – sequence: 4 givenname: Timon surname: Rabczuk fullname: Rabczuk, Timon email: timon.rabczuk@tdtu.edu.vn organization: Division of Computational Mechanics, Ton Duc Thang University, Ho Chi Minh City, Viet Nam – sequence: 5 givenname: Arshia surname: Shishegaran fullname: Shishegaran, Arshia organization: School of Civil engineering, Islamic Azad University, Tehran, Iran |
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| Keywords | Regression models Parametric study Explosive load Ensemble model Reinforced Concrete Panels (RCP) Finite Element Method (FEM) Gene expression programming |
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| Snippet | •We investigate the resistance of reinforced concrete panels (RCPs) due to explosive loading using nonlinear finite element analysis and surrogate... We investigate the resistance of reinforced concrete panels (RCPs) due to explosive loading using nonlinear finite element analysis and surrogate models.... |
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| SubjectTerms | Blast loads Compressive strength Concrete Deflection Ensemble model Explosions Explosive compacting Explosive impact tests Explosive load Finite element method Finite Element Method (FEM) Gene expression Gene expression programming Independent variables Load resistance Nonlinear analysis Panels Parameters Parametric study Regression analysis Regression models Reinforced concrete Reinforced Concrete Panels (RCP) Root-mean-square errors Statistical analysis Thickness Weight |
| Title | Computational predictions for estimating the maximum deflection of reinforced concrete panels subjected to the blast load |
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