中国机械工程

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基于改进优化准则法的自由阻尼结构动力学拓扑优化

贺红林;夏自强;袁维东   

  1. 南昌航空大学航空制造工程学院,南昌,330063
  • 出版日期:2018-07-10 发布日期:2018-07-10
  • 基金资助:
    国家自然科学基金资助项目(51665040,51265040,51565039)
    National Natural Science Foundation of China (No. 51665040,51265040,51565039)

Dynamic Topology Optimization of Free Damping Structures Based on Modified Optimality Criterion Method

HE Honglin;XIA Ziqiang;YUAN Weidong   

  1. School of Aeronautical Manufacturing of Nanchang Hangkong University,Nanchang,330063
  • Online:2018-07-10 Published:2018-07-10
  • Supported by:
    National Natural Science Foundation of China (No. 51665040,51265040,51565039)

摘要: 针对自由阻尼结构拓扑优化问题,采用模态应变能的有限元求解方法,以单元相对密度值为拓扑设计变量,以材料用量和频率改变量为约束条件,构建以多模态损耗因子加权和为目标函数的拓扑优化模型,推导了目标函数对于设计变量灵敏度的表达式。考虑到常规优化准则法用于结构动力学寻优时,目标函数存在非凸性,迭代过程中出现负值设计变量,使得优化结果不收敛或陷入局部优化,故在一般优化准则法的基础上对拓扑优化模型进行数学意义上的迭代改进。改进优化准则法解决了设计变量出现非正及迭代发散等问题,保证了全体拓扑变量参与迭代过程。通过ANSYS编程对自由阻尼板进行了仿真,并引入MAC因子来控制结构的振型跃阶,结果显示:改进算法在控制阻尼材料体积为优化前体积60%时,各阶目标函数和拓扑构型在数次迭代后趋于稳定,单元中间密度值区域相对较少,自由阻尼结构获得了有效的减振。

关键词: 自由阻尼结构, 模态损耗因子, 改进优化准则法, 减振特性, 动力学拓扑优化

Abstract: Aimed to solve the problems of topology optimization of free damping structures, the finite element method of modal strain energy was adopted, the relative density of the units was designed as the topological variables and the changes of material amount and frequencies were taken as the constraint conditions. A topology optimization model with the weighted sum of multi-modal loss factors was built as objective function. The expression of objective function to the design variable sensitivity was deduced. Considering that when the conventional criterion method was used for structural dynamic optimization,the objective function was non-convexity and the negative design variable appeared during its iteration, so that the optimization results did not converge or fell into local optimization. On the basis of the general optimal criteria, the iteration improvement was processed in the sense of mathematics. This method solved the problems of the negative design variables or iterative divergence, ensured all the topological variables to be involved in the processes of iteration. The free damping plates were simulated by ANSYS programming as well as the morphological step of structure was controlled by the MAC factor. The results show: when the damping material volumes are controlled to 60% pre-optimized volume by improved algorithm, after several iterations, the objective functions and topological configurations of each order tend to be stable, the cell intermediate density region is relatively small, and the free damping structures achieve an effective damping.

Key words: free damping structure, modal loss factor, modified optimality criterion method, damping characteristics, dynamics topology optimization

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