New Floating Slab Track Isolator for Vibration Reduction Using Particle Damping Vibration Absorption and Bandgap Vibration Resistance

22 Pages Posted: 4 Mar 2022

See all articles by Caiyou Zhao

Caiyou Zhao

Southwest Jiaotong University

Duojia Shi

Southwest Jiaotong University

Junyuan Zheng

Southwest Jiaotong University

Yawen Niu

Southwest Jiaotong University

Ping Wang

Southwest Jiaotong University

Abstract

The environmental vibrations caused by rail transit continue to increase in importance. Even though there are a variety of efficient vibration reduction measures, there is still room for further improvement by trying new, effective vibration control mechanisms. In this paper, a new floating slab track vibration isolator is developed using particle damping vibration absorption and bandgap vibration resistance. Using the low-frequency vibration reduction effect of non-obstructive particle damping (NOPD), the particulate material is added to the outer ring vibrator to participate in vibrations, and the attenuation of resonance peaks in the begin of bandgap frequency range is realized. The energy loss factor and damping ratio of particle damping for different particle sizes are analyzed using a discrete element model. A finite element model with integrated particle damping effect is also formulated and the bandgap behavior of phononic crystal vibration isolator (PCVI) with additional particle damping is analyzed. The effect of particle damping is assessed by calculating the force transmission spectrum.In order to the investigate vibration isolation performance of the combined NOPD-PCVIs when subjected to excitation from trains running at different speeds, a coupled train-floating slab track-bridge dynamic model is established. The results show that the NOPD-PCVI offers better vibration isolation than a steel-spring vibration isolator and the traditional PCVI (T-PCVI) in the frequency band of 50-150 Hz. The energy dissipation provided by particle damping and the bandgap damping of phononic crystals reduce the vertical accelerations of the bridge deck in the bandgap frequency band. Specifically, the total vertical accelerations of the bridge deck equipped with NOPD-PCVIs is reduced by 15.3 dB compared to steel springs, and 5.6 dB compared to T-PCVIs, respectively.

Keywords: Phononic crystal vibration isolator, Bandgap, non-obstructive particle damping, Floating slab track, Vibration reduction effect

Suggested Citation

Zhao, Caiyou and Shi, Duojia and Zheng, Junyuan and Niu, Yawen and Wang, Ping, New Floating Slab Track Isolator for Vibration Reduction Using Particle Damping Vibration Absorption and Bandgap Vibration Resistance. Available at SSRN: https://ssrn.com/abstract=4049469 or http://dx.doi.org/10.2139/ssrn.4049469

Caiyou Zhao

Southwest Jiaotong University ( email )

No. 111, Sec. North 1, Er-Huan Rd.
Chengdu
Chengdu, 610031
China

Duojia Shi (Contact Author)

Southwest Jiaotong University ( email )

No. 111, Sec. North 1, Er-Huan Rd.
Chengdu
Chengdu, 610031
China

Junyuan Zheng

Southwest Jiaotong University ( email )

No. 111, Sec. North 1, Er-Huan Rd.
Chengdu
Chengdu, 610031
China

Yawen Niu

Southwest Jiaotong University ( email )

No. 111, Sec. North 1, Er-Huan Rd.
Chengdu
Chengdu, 610031
China

Ping Wang

Southwest Jiaotong University ( email )

No. 111, Sec. North 1, Er-Huan Rd.
Chengdu
Chengdu, 610031
China

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