| 基于ANSYS分析的平面桁架结构优化设计 |
| |
| 引用本文： | 李炳宏,李新. 基于ANSYS分析的平面桁架结构优化设计[J]. 山西建筑, 2007, 33(20): 54-56 |
| |
| 作者姓名： | 李炳宏 李新 |
| |
| 作者单位： | 后勤工程学院军事建筑工程系,重庆 400041 |
| |
| 摘 要： | 以六杆平面桁架结构为例,利用大型有限元分析软件ANSYS5.7对其按照重量最轻的原则进行了优化分析,实现了利用ANSYS5.7进行结构优化设计的全过程,得到了重量最轻的优化分析结果,在满足工程要求的前提下,节约了大量的工程材料。
|
| 关 键 词： | ANSYS 有限元分析 平面桁架结构 优化设计 |
| 文章编号： | 1009-6825（2007）20-0054-03 |
| 修稿时间： | 2007-01-29 |
The optimization design of square truss structure based on ANSYS analysis |
| |
| LI Bing-hong,LI Xin. The optimization design of square truss structure based on ANSYS analysis[J]. Shanxi Architecture, 2007, 33(20): 54-56 |
| |
| Authors: | LI Bing-hong LI Xin |
| |
| Affiliation: | LI Bing-hong LI Xin |
| |
| Abstract: | The six-bar square truss structure is taken for example in this paper, the optimization design aims to minimize structural weight is carried out by making use of the finite element analysis software-ANSYSS. 7, the whole process of optimization design of structure is showed in this paper, the optimization design result of minimum weight is obtained, so a great amount of engineering materials is saved with the precondition of fulfilling engineering requirements. |
| |
| Keywords: | ANSYS finite element analysis square truss structure optimization design |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
