Numerical Simulation of Dynamic Response and Evaluation of Flexural Damage of RC Columns under Horizontal Impact Load
By using the ABAQUS finite element (FE) model, which has been verified by experiments, the deformation and internal force changes of RC columns during the impact process are investigated, and a parametric analysis is conducted under different impact kinetic energies <i>E</i><sub>k&...
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MDPI AG
2021-11-01
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author | Bin Hu Jian Cai Jiabin Ye |
author_facet | Bin Hu Jian Cai Jiabin Ye |
author_sort | Bin Hu |
collection | DOAJ |
description | By using the ABAQUS finite element (FE) model, which has been verified by experiments, the deformation and internal force changes of RC columns during the impact process are investigated, and a parametric analysis is conducted under different impact kinetic energies <i>E</i><sub>k</sub>. According to the development path of the bottom bending moment-column top displacement curve under impact, the member is in a slight damage state when the curve rebounds before reaching the peak and in a moderate or severe damage state when the curve exceeds the peak, in which case the specific damage state of the member needs to be determined by examining whether there is a secondary descending stage in the curve. Accordingly, a qualitative method for evaluating the bending failure of RC column members under impact is obtained. In addition, the damage state of RC columns under impact can also be quantitatively evaluated by the ratio of the equivalent static load <i>F</i><sub>eq</sub> and the ultimate static load-bearing capacity <i>F</i><sub>su</sub>. |
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spelling | doaj.art-412b2722e0914332844de6998692d4522023-11-23T02:04:33ZengMDPI AGApplied Sciences2076-34172021-11-0111231122310.3390/app112311223Numerical Simulation of Dynamic Response and Evaluation of Flexural Damage of RC Columns under Horizontal Impact LoadBin Hu0Jian Cai1Jiabin Ye2School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, ChinaSchool of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, ChinaGuangzhou Jishi Construction Group Co., Ltd., Guangzhou 510725, ChinaBy using the ABAQUS finite element (FE) model, which has been verified by experiments, the deformation and internal force changes of RC columns during the impact process are investigated, and a parametric analysis is conducted under different impact kinetic energies <i>E</i><sub>k</sub>. According to the development path of the bottom bending moment-column top displacement curve under impact, the member is in a slight damage state when the curve rebounds before reaching the peak and in a moderate or severe damage state when the curve exceeds the peak, in which case the specific damage state of the member needs to be determined by examining whether there is a secondary descending stage in the curve. Accordingly, a qualitative method for evaluating the bending failure of RC column members under impact is obtained. In addition, the damage state of RC columns under impact can also be quantitatively evaluated by the ratio of the equivalent static load <i>F</i><sub>eq</sub> and the ultimate static load-bearing capacity <i>F</i><sub>su</sub>.https://www.mdpi.com/2076-3417/11/23/11223horizontal impactnumerical modelreinforced concrete columndynamic responseevaluation method |
spellingShingle | Bin Hu Jian Cai Jiabin Ye Numerical Simulation of Dynamic Response and Evaluation of Flexural Damage of RC Columns under Horizontal Impact Load Applied Sciences horizontal impact numerical model reinforced concrete column dynamic response evaluation method |
title | Numerical Simulation of Dynamic Response and Evaluation of Flexural Damage of RC Columns under Horizontal Impact Load |
title_full | Numerical Simulation of Dynamic Response and Evaluation of Flexural Damage of RC Columns under Horizontal Impact Load |
title_fullStr | Numerical Simulation of Dynamic Response and Evaluation of Flexural Damage of RC Columns under Horizontal Impact Load |
title_full_unstemmed | Numerical Simulation of Dynamic Response and Evaluation of Flexural Damage of RC Columns under Horizontal Impact Load |
title_short | Numerical Simulation of Dynamic Response and Evaluation of Flexural Damage of RC Columns under Horizontal Impact Load |
title_sort | numerical simulation of dynamic response and evaluation of flexural damage of rc columns under horizontal impact load |
topic | horizontal impact numerical model reinforced concrete column dynamic response evaluation method |
url | https://www.mdpi.com/2076-3417/11/23/11223 |
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