彭海军, 王文胜, 程耿东. 基于物理降阶模型的桁架结构振动主动控制[J]. 工程力学, 2013, 30(12): 1-7. DOI: 10.6052/j.issn.1000-4750.2012.08.0594
引用本文: 彭海军, 王文胜, 程耿东. 基于物理降阶模型的桁架结构振动主动控制[J]. 工程力学, 2013, 30(12): 1-7. DOI: 10.6052/j.issn.1000-4750.2012.08.0594
PENG Hai-jun, WANG Wen-sheng, CHENG Geng-dong. ACTIVE VIBRATION CONTROL OF A TRUSSED STRUCTURE BASED ON THE PHYSICAL REDUCED MODEL[J]. Engineering Mechanics, 2013, 30(12): 1-7. DOI: 10.6052/j.issn.1000-4750.2012.08.0594
Citation: PENG Hai-jun, WANG Wen-sheng, CHENG Geng-dong. ACTIVE VIBRATION CONTROL OF A TRUSSED STRUCTURE BASED ON THE PHYSICAL REDUCED MODEL[J]. Engineering Mechanics, 2013, 30(12): 1-7. DOI: 10.6052/j.issn.1000-4750.2012.08.0594

基于物理降阶模型的桁架结构振动主动控制

ACTIVE VIBRATION CONTROL OF A TRUSSED STRUCTURE BASED ON THE PHYSICAL REDUCED MODEL

  • 摘要: 该文针对大型挠性桁架结构的振动抑制问题,采用基于变形修正的物理降阶方法对大规模桁架精细有限元模型进行降阶,在此基础上设计线性二次高斯(LQG)最优控制律并完成初始脉冲力作用下的闭环系统仿真。通过与内平衡降阶方法的比较,说明基于物理降阶模型具有更高的计算效率。并且针对闭环数值仿真结果计算了以上两种不同降阶方法的控制效率,结果表明:在相同控制力的情况下,基于物理降阶模型设计的最优控制律对桁架结构的振动抑制效果更明显。

     

    Abstract: In order to solve the vibration suppression problem of a large flexible trussed structure, the large scale of finite element model is firstly transformed into a reduced model based on the physical reduced method of deformation modification. Then, a LQG optimal control law is designed based on the reduced model, and the closed-loop system simulation is implemented under the initial impulse force. Finally, comparing the physical reduced method with the balanced reduced method, the former one has a higher efficiency than the latter one. Furthermore, with the same active control force, the control results of the trussed structure based on the physical reduced model has obvious advantage than the control results from the balanced reduced method.

     

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