Study on impact response modes and critical impact kinetic energy of single-layer reticulated shell | |
Wang, Xiu-Li1![]() | |
2015-07-01 | |
发表期刊 | Gongcheng Lixue/Engineering Mechanics
![]() |
ISSN | 10004750 |
卷号 | 32期号:7页码:81-87 |
摘要 | A finite element model for Kiewitt-6 type single-layer reticulated shell with 60m span was established by ANSYS/LS-DYNA. 4 kinds of impact response modes and change laws were obtained by parameter analysis. The material yield strength, modulus of elasticity and cross-sectional area of a member were considered as the influencing factors to impact response mode and distribution law. The critical impact kinetic energy was extracted to compare the influence of materials and the cross section on impact resistance.The formulas of critical impact kinetic energy were fitted and compared with finite FEM. The results show that the impact response model for K6 reticulated shell changes regularly with kinetic energy carried by impact loading, and the impact resistance can be improved significantly by extended the cross section area of a member. The critical impact kinetic energy of reticulated shell can be calculated by a formula. These results have practical significance for the impact resistance design of a reticulated shell. ©, 2015, Tsinghua University. All right reserved. |
关键词 | Finite element method Kinetic energy Shells (structures) Cross sectional area Cross-section area Distribution law Impact loads Impact response Parameter analysis Reticulated shells Single-layer reticulated shells |
DOI | 10.6052/j.issn.1000-4750.2013.12.1125 |
收录类别 | EI |
语种 | 中文 |
出版者 | Tsinghua University |
EI入藏号 | 20153201119692 |
EI主题词 | Kinetics |
EI分类号 | 408.2 Structural Members and Shapes - 921.6 Numerical Methods - 931 Classical Physics ; Quantum Theory ; Relativity |
来源库 | Compendex |
分类代码 | 408.2 Structural Members and Shapes - 921.6 Numerical Methods - 931 Classical Physics; Quantum Theory; Relativity |
引用统计 | 无
|
文献类型 | 期刊论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/113241 |
专题 | 土木工程学院 |
作者单位 | 1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou; Gansu; 730050, China; 2.Department of Civil Engineering, Tsinghua University, Beijing; 100084, China |
第一作者单位 | 土木工程学院 |
第一作者的第一单位 | 土木工程学院 |
推荐引用方式 GB/T 7714 | Wang, Xiu-Li,Wang, Hao,Shi, Gang,et al. Study on impact response modes and critical impact kinetic energy of single-layer reticulated shell[J]. Gongcheng Lixue/Engineering Mechanics,2015,32(7):81-87. |
APA | Wang, Xiu-Li,Wang, Hao,Shi, Gang,&Zhao, Li-Jie.(2015).Study on impact response modes and critical impact kinetic energy of single-layer reticulated shell.Gongcheng Lixue/Engineering Mechanics,32(7),81-87. |
MLA | Wang, Xiu-Li,et al."Study on impact response modes and critical impact kinetic energy of single-layer reticulated shell".Gongcheng Lixue/Engineering Mechanics 32.7(2015):81-87. |
条目包含的文件 | 条目无相关文件。 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论