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胶泥缓冲器的非线性刚度的控制机理研究 被引量:1

Research on Control Mechanism for Nonlinear Stiffness of Elastomer Damper
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摘要 为了改善履带车辆悬挂系统在各种路面的平顺性和缓冲性,对悬挂系统匹配了一款具有非线性刚度的粘弹性胶泥缓冲器。为了定量地研究胶泥缓冲器的非线性刚度控制机理,建立了非线性悬挂系统的动力学方程组。提出了一种无条件稳定的线性加速度逐步积分法对非线性方程组进行数值求解的新方法,最后用冲击实验验证该方法的可靠性。该研究为胶泥缓冲器的优化设计和车辆悬挂悬挂系统的动力学匹配提供了理论指导。 In order to improve the ride and dampening performance of tracked vehicle's suspension system in all kinds of roads,a viscoelastic elastomer damper with nonlinear stiffness is matched for the suspension system. Dynamical equation sets of nonlinear suspension system are built to study the control mechanism of nonlinear stiffness of elastomer damper quantitatively. A new method of linear acceleration successive integration method with no condition stability is proposed to make the numerical solution for the nonlinear equation sets. Finally,the reliability of the above method is validated through the shock experiments. All of which will provide the theoretical guide for the optimal design of the elastomer damper and dynamic matching research between the elastomer damper and the vehicle's suspension system.
出处 《火力与指挥控制》 CSCD 北大核心 2015年第5期179-183,共5页 Fire Control & Command Control
基金 国家自然科学基金资助项目(50976108)
关键词 非线性刚度 胶泥缓冲器 冲击实验 控制机理 nonlinear stiffness,elastomer damper,shock experiment,control mechanism
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参考文献8

  • 1Jia J H,Shen X Y,Hua H X. Viscoelastic Behavior Analysisand Application of Fractional Derivative Maxwell Model[J].Journal of Vibration and Control,2007,13(4):385-401.
  • 2Karavasilis L T,Ricles M J. Experimental Evaluation of theSeismic Performance of Steel MRFs with Compressed ElastomerDampers Using Large-Scale Real-Time Hybrid Simulation[J]. Engineering Structures,2010,33(6):1859-1869.
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二级参考文献5

共引文献9

同被引文献8

  • 1贾九红,黄修长,杜俭业,汪玉,华宏星.粘滞型胶泥吸能器建模与实验分析[J].噪声与振动控制,2007,27(5):31-33. 被引量:10
  • 2JIA J H,SHEN X Y,HUA H X. Viscoelastic behavior analysisand application of fractional derivative maxwell model[J].Journal of Vibration and Control,2007,13(4):385-401.
  • 3THEODORE L,KARAVASILIS J,RICLES M,et al. Experimentalevaluation of the seismic performance of steel MRFswith compressed elastomer dampers using large-scale real-time hybrid simulation [J]. Engineering Structures,2010,33(6):1859-1869.
  • 4KIM H J,YOO W S,OK J K,et al.Parameter identification ofdamping models in multibody dynamic simulation ofmechanical systems [J]. Multibody Syst Dyn 2009(22):383-398.
  • 5CHANG T S,SINGH M P,ASCE F.Mechanical modelparameters for viscoelastic dampers [J].Journal ofEngineering Mechanics,2009,135(6):581-584.
  • 6CHEN C,RICLES J M,MARULLO T O. Mercan real-timehybrid testing using the unconditionally stable explicit CRintegration algorithm [J].Earth q Eng Struct Dyn,2009,38(1):23-44.
  • 7DONG X M,YU M,LIAO C R. A new variable stiffnessabsorber based on magneto-rheological elastomer[J].Transactions of Nonferrous Metals Society of China,2009,19(3):611-615.
  • 8LU L Y,LIN G L,SHIH M H. An experimental study on ageneralized maxwell model for nonlinear viscoelasticdampers used in seismic isolation [J]. EngineeringStructures,2012,34(1):111-123.

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