Zhang Jiarui, Zhu Yaoyang, Tu Jianwei, Li Zhao, Wang Qiankun
Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan 430070, China.
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China.
Materials (Basel). 2022 Feb 28;15(5):1829. doi: 10.3390/ma15051829.
Tuned mass dampers (TMD) have been widely used in passive vibration control, but their main disadvantage is that the vibration reduction effect may be greatly affected by the natural frequency of the main structure. In order to solve this limitation, we designed a frequency adjustable tuned mass damper (FATMD) based on a magneto rheological elastomer (MRE), which is a new type of magneto rheological smart material, with adjustable stiffness, obtained by changing the magnetic induction. We used MRE to change the stiffness of FATMD to track the natural frequency of the main structure. However, adding TMD will change the natural frequency of the system. Therefore, we combined Hilbert-Huang transform (HHT) and a natural excitation technique (NExT), with Simulink/dSPACE, to identify the natural frequency of the system in real time, and then calculated the natural frequency of the main structure through the TMD optimal design theory. This can help adjust FATMD to its optimum tuning state. To verify the applicability and effectiveness of FATMD, this paper compares the FATMD and traditional TMD experimental results. The natural frequency of steel beams can be changed by adding mass blocks. The experimental results indicate that FATMD, using the frequency tracking method, can effectively track the natural frequency of the main structure to ensure that the system is always in the optimum tuning state. In addition, FATMD can still achieve a good vibration reduction effect when the natural frequency of the main structure changes.
调谐质量阻尼器(TMD)已广泛应用于被动振动控制,但其主要缺点是减振效果可能会受到主结构固有频率的极大影响。为了解决这一局限性,我们基于磁流变弹性体(MRE)设计了一种频率可调谐质量阻尼器(FATMD),磁流变弹性体是一种新型的磁流变智能材料,通过改变磁感应强度可实现刚度可调。我们利用磁流变弹性体来改变FATMD的刚度,以跟踪主结构的固有频率。然而,添加TMD会改变系统的固有频率。因此,我们将希尔伯特 - 黄变换(HHT)和自然激励技术(NExT)与Simulink/dSPACE相结合,实时识别系统的固有频率,然后通过TMD优化设计理论计算主结构的固有频率。这有助于将FATMD调整到其最佳调谐状态。为了验证FATMD的适用性和有效性,本文比较了FATMD和传统TMD的实验结果。通过添加质量块可以改变钢梁的固有频率。实验结果表明,采用频率跟踪方法的FATMD能够有效跟踪主结构的固有频率,确保系统始终处于最佳调谐状态。此外,当主结构的固有频率发生变化时,FATMD仍能实现良好的减振效果。