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Evaluation of frequency excitation of helical suspension spring using finite element analysis

机译:螺旋悬架弹簧频率激励的有限元分析

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Frequency response analysis is a technique used to determine the steady-state response of a linear structure to loads that vary harmonically with time. The aim is to calculate the structure's response at several frequencies and obtain results as response quantity versus frequency or time using finite element analysis. Peak responses are then identified on the graph and stresses reviewed at those peak frequencies. This paper discusses the modal and harmonic or frequency response of helical suspension spring of rail road vehicle using finite element tool ANSYS for different harmonic forces on inner and composite springs. The experimental result of accelerometer has been recorded for maximum speed of 80 km/hr determines excitations for amplitude of acceleration of suspension system versus time. Modal analysis finds the natural frequencies of spring for different modes of vibration for inner and composite assembly of spring and harmonic analysis of undamped suspension system reveals peak amplitude of stress and acceleration for the frequency range of 0 Hz to 50 Hz. The analysis reveals that the maximum amplitudes occurred at frequency of 40 Hz for inner spring and 35 Hz for composite spring which is nearer to theoretical natural frequency of inner spring 38.06 Hz.
机译:频率响应分析是一种用于确定线性结构对随时间谐波变化的负载的稳态响应的技术。目的是计算结构在多个频率下的响应,并使用有限元分析获得结果作为响应量与频率或时间的关系。然后,在曲线图上确定峰值响应,并在那些峰值频率处查看应力。本文利用有限元工具ANSYS讨论了铁路车辆内和组合弹簧上不同谐波力的螺旋悬架弹簧的模态,谐波或频率响应。加速度计的实验结果已经记录下来,最大速度为80 km / hr,它决定了悬架系统加速度振幅随时间变化的激励。模态分析找到了用于内部和复合弹簧组合件的不同振动模式的弹簧固有频率,而无阻尼悬架系统的谐波分析显示了0 Hz至50 Hz频率范围内的应力和加速度峰值。分析表明,最大振幅出现在频率为40 Hz的内部弹簧和35 Hz的复合弹簧上,这接近内部弹簧的理论固有频率38.06 Hz。

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