Experimental study on impact resistance of reinforced conceret columns strengthened with steel jackets
Zhu, Xiang1; Lu, Xin-Zheng2; Du, Yong-Feng1; Ye, Lie-Ping2
2016-06-01
发表期刊Gongcheng Lixue/Engineering Mechanics
ISSN10004750
卷号33期号:6页码:23-33
摘要To improve the impact resistance of structural columns, two series of Reinforced Concrete (RC) columns and RC columns strengthened with steel jackets under different axial compression ratios were designed and experimentally studied. The experiments were performed by using the DHR-9401 drop hammer test machine. The impact resistances of RC columns and RC columns strengthened with steel jackets were compared. The force sensors, high-speed camera and strain gages were used to record data such as the time history curves of impact loads, axial forces, mid-span displacement and strain in specific locations. Three nonlinear dynamic finite element software packages (i.e., MSC.Marc, ABAQUS and ANSYS/LS-DYNA) were adopted to simulate the dynamic behavior of RC columns and RC columns strengthened with steel jackets. Results show that the impact resistances of the RC columns strengthened with steel jackets are significantly stronger than those of the RC columns. Therefore, RC columns strengthened with steel jackets are a feasible impact strengthening measure. The simulated results of ABAQUS were the best agreeing with experiment results, followed by MSC.Marc and ANSYS/LS-DYNA. ANSYS/LS-DYNA was found to well simulate the entire impact failure process of RC columns, which was difficult to achieve by the other two software packages. The outcomes can assist in providing impact resistance measures for the strengthening design of large railway stations subjected to derailed trains, and offering reference for selecting suitable finite element software package for impact resistance analysis. © 2016, Engineering Mechanics Press. All right reserved.
关键词ABAQUS Finite element method High speed cameras Impact resistance Impact testing Strengthening (metal) Drop hammer test machine Dynamic finite element Finite element software Mid-span displacements Reinforced concrete column Resistance analysis Simulated results Specific location
DOI10.6052/j.issn.1000-4750.2014.11.0991
收录类别EI
语种中文
出版者Tsinghua University
EI入藏号20162702564016
EI主题词Reinforced concrete
EI分类号412 Concrete - 531.1 Metallurgy - 742.2 Photographic Equipment - 921 Mathematics - 921.6 Numerical Methods
来源库Compendex
分类代码412 Concrete - 531.1 Metallurgy - 742.2 Photographic Equipment - 921 Mathematics - 921.6 Numerical Methods
引用统计
文献类型期刊论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/113025
专题电气工程与信息工程学院
土木工程学院
作者单位1.Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou; Gansu; 730050, China;
2.Department of Civil Engineering, Tsinghua University, Beijing; 100084, China
第一作者单位兰州理工大学
第一作者的第一单位兰州理工大学
推荐引用方式
GB/T 7714
Zhu, Xiang,Lu, Xin-Zheng,Du, Yong-Feng,et al. Experimental study on impact resistance of reinforced conceret columns strengthened with steel jackets[J]. Gongcheng Lixue/Engineering Mechanics,2016,33(6):23-33.
APA Zhu, Xiang,Lu, Xin-Zheng,Du, Yong-Feng,&Ye, Lie-Ping.(2016).Experimental study on impact resistance of reinforced conceret columns strengthened with steel jackets.Gongcheng Lixue/Engineering Mechanics,33(6),23-33.
MLA Zhu, Xiang,et al."Experimental study on impact resistance of reinforced conceret columns strengthened with steel jackets".Gongcheng Lixue/Engineering Mechanics 33.6(2016):23-33.
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