考虑碾压状态的振动压路机-路基耦合动力学分析

Dynamic analysis of vibration roller-subgrade coupling considering the rolling state

  • 摘要: 为了研究振动压路机钢轮在振动压实作业不同阶段的动力学响应,引入状态向量 σ 来描述钢轮与路基之间的相互作用,引入塑性参数 ε 来描述路基的弹塑性状态,建立了振动压路机?路基耦合动力学模型。基于该模型,采用数值积分的方法,得到了钢轮响应的时间历程、相图、频谱、庞加莱截面、分岔图等,对不同塑性参数路基上钢轮的动态响应进行了分析。结果表明:随着压实作业的进行,振动压路机钢轮会经历“单周期运动?倍周期运动?混沌运动”的动力学演化,在单周期运动时存在与路基持续和周期性失去接触的工况,在倍周期以及混沌运动时出现“跳振”现象。

     

    Abstract: In order to study the dynamic response of the drum of vibratory roller during different compaction stages, the drum-subgrade coupling dynamic model describing the motion of the drum is established, by introducing state vector σ for the interaction between drum and subgrade, and plastic parameter ε for the elastic-plastic state of subgrade. Based on the model, the time history,phase diagram, frequency spectrum, Poincaré map and bifurcation diagram of the drum’s response are obtained by numerical integration method, and the dynamic responses of the drum associated with various plastic parameters are analyzed. The results show that the drum of vibratory roller exhibits a dynamic evolution of “single period motion?period doubling motion?chaos motion”. In the single period motion, the drum is in constant contact or periodic loss of contact relative to the subgrade, while in the period doubling and chaos motion, the phenomenon “bouncing” occurs. The conclusion may help us in the optimization design of vibratory roller to some extent.

     

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