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附面阻尼随频率变化的复合材料层合结构非平稳随机振动分析
引用本文:戴新进,林家浩,陈浩然.附面阻尼随频率变化的复合材料层合结构非平稳随机振动分析[J].航空学报,2007,28(1):100-105.
作者姓名:戴新进  林家浩  陈浩然
作者单位:大连理工大学,工业装备结构分析国家重点实验室,辽宁,大连,116023
摘    要: 提出了对敷设粘弹性阻尼层的复合材料层合结构非平稳随机振动分析的高效精确算法。考虑了粘弹性阻尼材料对激振频率的依赖性及Adams提出的复合材料层合结构的阻尼模型。为解决依赖频率变化的非经典阻尼的复杂结构,结合实模态降阶直接解法对虚拟激励法做了相应的发展,并采用精细积分法高效精确地求解了随机振动方程。以国产有限元程序系统DDJ为平台开发了相应的程序,并对波音737客机的水平尾翼的复合材料安定面结构进行模拟研究,从复杂的计算及合理的结论可以看出,本文中所提出的方法对于这类十分复杂复合材料结构的非平稳随机振动分析十分有效。

关 键 词:复合材料  虚拟激励法  精细积分法  随机振动  依赖频率阻尼  
文章编号:1000-6893(2007)01-0100-06
修稿时间:2005年8月30日

Non-Stationary Random Vibration Analysis of Composite Laminated Structure Attached with Frequency-Dependant Damping Layer
DAI Xin-jin,LIN Jia-hao,CHEN Hao-ran.Non-Stationary Random Vibration Analysis of Composite Laminated Structure Attached with Frequency-Dependant Damping Layer[J].Acta Aeronautica et Astronautica Sinica,2007,28(1):100-105.
Authors:DAI Xin-jin  LIN Jia-hao  CHEN Hao-ran
Institution:State Key Laboratory of Structural Analysis for Industrial Equipment , Dalian University of Technology 
Abstract:An efficient and accurate non-stationary random vibration algorithm for the com posite laminated structures attached with viscoelastic damping layer is proposed . Both the Adams damping of the composite laminated structures and the attached frequency-dependant damping are taken into account in the analysis. For the res ulting non-classically damped and frequency-dependant complex system, in combi nation with the real-mode-based degree-reduction scheme, the pseudo excitatio n method is developed and the precise integration method is applied to solve the reduced non-stationary random vibration equation. The combined algorithm is im plemented on the DDJ software system. A composite horizontal tail of the Boeing 737 aircraft structure is computed and studied. Such complex computations and th e reasonable results show that the proposed method is quite useful for the analy sis and design of these kinds of complex composite structures.
Keywords:composite  pseudo excitation method  precise integrat ion method  non-stationary random vibration  frequency-dependant damping
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