首页 | 本学科首页   官方微博 | 高级检索  
     检索      

飞行器板筋结构优化设计的试验验证及分析
引用本文:邓扬晨,孙聪.飞行器板筋结构优化设计的试验验证及分析[J].力学与实践,2012,34(6):18-22.
作者姓名:邓扬晨  孙聪
作者单位:1. 沈阳飞机设计研究所, 沈阳110035;2. 中航工业集团, 北京100022
基金项目:辽宁省首届航空专项基金,沈阳飞机设计研究所首届创新基金和总装“十二五”预研项目
摘    要:针对国内在结构拓扑优化上理论研究多、实验验证少的现状, 采用"敏度阈值" 等优化手段获得"创新结构", 并重点开展了传统与创新结构的试验对比与分析工作. 试验结果与数值仿真不仅具有良好的一致性, 而且还得到创新结构比传统结构刚度大(10%~30%), 应力低(10%~20%) 的结果, 运用"结构能量" 概念和能量原理给出了合理的解释. 对比试验不仅验证了敏度阈值等优化技术可以获得创新结构, 也为结构拓扑优化推广应用提供了宝贵的试验支撑.

关 键 词:板筋结构  结构优化  拓扑优化  试验验证  结构能量  
收稿时间:2011-10-13;

EXPERIMENT AND ANALYSIS OF OPTIMIZATION DESIGN ON PLATE-RIB STRUCTURE OF AIRCRAFT
DENG Yangchen, SUN Cong.EXPERIMENT AND ANALYSIS OF OPTIMIZATION DESIGN ON PLATE-RIB STRUCTURE OF AIRCRAFT[J].Mechanics and Engineering,2012,34(6):18-22.
Authors:DENG Yangchen  SUN Cong
Institution:1. Shenyang Aircraft Design and Research Institute, Shenyang 110035, China;2. Aviation Industry Corporation of China, Beijing 100022, China
Abstract:There were many theoretical studies but few experimental demonstrations in the structural topology optimization (STO) field. In order to promote the technology of STO in the aeronautical engineering, this paper proposes to use the ‘sensitive threshold'(ST) approach to obtain an ‘innovative structure' and to make test comparisons and analyses of conventional and innovative structures. From the test results, not only a good consistency can be seen as compared with the numerical calculation, but also some findings are made that the stiffness is increased (by more than 10%~30%) and the stresses are lower (less than 10%~20%) for the innovative structure. By using the concept of the ‘structural energy' and the principle of energy, a reasonable explanation of the previous phenomena is made. The comparison tests also demonstrate that the ST approach can obtain the invocative structure effectively, meanwhile, provide precious test support data as well for the application of STO.
Keywords:plate-rib structure  structural optimization  topology optimization  experiment demonstration  structural energy
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《力学与实践》浏览原始摘要信息
点击此处可从《力学与实践》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号