Dynamic analysis of underground composite structures under explosion loading |
| |
Authors: | Zhao Xiao-bing Xue Da-wei Zhao Yu-xiang |
| |
Affiliation: | 1. The Command Institute of the Second Artillery of PLA, Wuhan 430012, P.R.China;2.University of Macau, C. Postal 3001, Macau, P.R.China;3. Luoyang Hydraulic Engineering Technology Institute, Luoyang 471023, P.R.China |
| |
Abstract: | In selecting rational types of underground structures resisting explosion,in order to improve stress states of the structural section and make full use of material strength of each part of the section,the research method of composite structures is presented. Adopting the analysis method of micro-section free body,equilibrium equations,constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning,the validity of the constructed generalized functional is proved by using variation method. The rational rigidity matching relationship of composite structure section is presented through example calculations. |
| |
Keywords: | composite structure dynamic analysis rational rigidity matching generalized variation principle |
本文献已被 CNKI 维普 万方数据 SpringerLink 等数据库收录! |
| 点击此处可从《应用数学和力学(英文版)》浏览原始摘要信息 |
|
点击此处可从《应用数学和力学(英文版)》下载全文 |
|