Numerical analysis and experimental study on the dynamic response of single-layer reticulated shell under impact | |
Wu, Chang1,2; Wang, Xiu-Li1,2![]() ![]() | |
2014-11-28 | |
发表期刊 | Zhendong yu Chongji/Journal of Vibration and Shock
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ISSN | 10003835 |
卷号 | 33期号:22页码:88-96 |
摘要 | In order to analyze the dynamic response mode of Kiewitt-6 single-layer reticulated shell with substructure under impact, a model of shell with steel pipe column for numerical analysis was established by using the ANSYS/ LS-DYNA program. Four dynamic response modes were put forward according to the features of dynamic responses. The influences of the impact energy, impact location, and stiffness of ring beams were studied. The impact test on the single-layer reticulated shell model with steel pipe columns was conducted. The dynamic stress, dynamic displacement and acceleration were measured and analyzed, and the damage patterns of impacted columns were studied. The results show that response modes are typically characterized by the damage patterns of impacted columns(slight damage, local dent, press-bend failure and shear failure).The dynamic response of the reticulated shell increases with the increase of impact energy with the exception of the response mode 4. The most unfavorable impact position is the central part of columns. The dynamic response of reticulated shell decreases with the increase of stiffness of ring beams. The numerical model was also proved to be reasonable by comparing the theoretical and experimental results. ©, 2014, Chinese Vibration Engineering Society. All right reserved. |
关键词 | Numerical analysis Shells (structures) Steel pipe Stiffness Dynamic displacements Experimental study Impact Impact locations Impact positions Reticulated shells Single-layer reticulated shells Substructure |
DOI | 10.13465/j.cnki.jvs.2014.22.016 |
收录类别 | EI |
语种 | 中文 |
出版者 | Chinese Vibration Engineering Society |
EI入藏号 | 20145100335322 |
EI主题词 | Dynamic response |
EI分类号 | 408.2 Structural Members and Shapes ; 545.3 Steel ; 921.6 Numerical Methods ; 951 Materials Science |
引用统计 | 无
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文献类型 | 期刊论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/150361 |
专题 | 土木工程学院 |
作者单位 | 1.Lanzhou University of Technology, School of Civil Engineering, Lanzhou ; 730050, China; 2.Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Tech, Lanzhou ; 730050, 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 | Wu, Chang,Wang, Xiu-Li,Ma, Xiao-Tong,et al. Numerical analysis and experimental study on the dynamic response of single-layer reticulated shell under impact[J]. Zhendong yu Chongji/Journal of Vibration and Shock,2014,33(22):88-96. |
APA | Wu, Chang,Wang, Xiu-Li,Ma, Xiao-Tong,&Liang, Ya-Xiong.(2014).Numerical analysis and experimental study on the dynamic response of single-layer reticulated shell under impact.Zhendong yu Chongji/Journal of Vibration and Shock,33(22),88-96. |
MLA | Wu, Chang,et al."Numerical analysis and experimental study on the dynamic response of single-layer reticulated shell under impact".Zhendong yu Chongji/Journal of Vibration and Shock 33.22(2014):88-96. |
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