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振动与冲击
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基于FE-SEA混合法的空心阻振质量阻振性能研究
阐述了FE-SEA混合法的基本原理,分别采用FEM、SEA和FE-SEA混合法对带阻振质量薄板结构的振动速度进行预测。通过设计带近似等质量的空心梁与实心梁阻振质量的薄板结构模型实验,对上述三种方法的预测结果进行了验证。通过定义特征尺寸与波长的比值△,找到了各自的控制频域。结果表明:采用△作为划分上述三种方法有效频域的指标是可行的;在分析频率8kHz范围内,空心阻振质量比实心阻振质量的整体阻振效果提高了10dB左右;尤其是在中高频区的阻振效果更加明显,但在100Hz以下的低频区阻振效果不如实心阻振质量的好。说明空心阻振质量比实心阻振质量具有更好的应用前景。
江苏科技大学 振动噪声研究所,镇江,212003
Research on the Vibration-isolating Performance of Hollow-square-steel Blocking Mass based on the Hybrid FE-SEA Method#br#
The basic principle of the FE-SEA hybrid method was expounded, and the sheet structural model with blocking masses was built based on FEM, SEA and FE-SEA hybrid method separately. By designing the model experiment of sheet structural with approximate equal-mass hollow beam and solid beam, the predicted results of above three different methods were verified by experiment. By defining the parameter △ that the ratio of characteristic dimension to wavelength, each control frequency domain was found. The results showed that adopting the parameter △as the index of dividing each effective frequency domain was effective. Within the range of 8 kHz, the total vibration-isolating performance with hollow blocking mass was nearly 10dB higher than that with solid blocking mass. Especially in mid-high frequency, the vibration-isolating effect was much obvious. However, the vibration-isolating performance with hollow blocking mass was worse compared with solid blocking mass under 125Hz. The above analyses showed the hollow blocking mass had a better application prospect than solid blocking mass.
Institute of Noise and Vibration, Jiangsu University of Science and Technology, Zhenjiang, 212003, China
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