Efficient mitigation of railway induced vibrations using seismic metamaterials

被引:20
|
作者
Ouakka, Slimane [1 ]
Gueddida, Abdellatif [2 ]
Pennec, Yan [2 ]
Djafari-Rouhani, Bahram [2 ]
Kouroussis, Georges [1 ]
Verlinden, Olivier [1 ]
机构
[1] Univ Mons, Fac Engn, Dept Theoret Mech Dynam & Vibrat, Mons, Belgium
[2] Univ Lille, Inst Elect Microelect & Nanotechnol, UMR CNRS 8520, F-59650 Villeneuve Dascq, France
关键词
Ground-borne vibration and noise attenuation; Train-track-soil interactions; Seismic metamaterials; Light Rail Vehicle; Metamaterials band gap; Railway mitigation measure; Periodic barriers;
D O I
10.1016/j.engstruct.2023.115767
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The fast growth of railway transport pushed by its sustainability requires all railway stakeholders to work together to minimise any possible drawbacks that might slow down this positive trend. Among these, the induced vibrations generated at the wheel-rail interaction during train passage are the most significant, especially in urban areas where in the form of ground-borne vibrations and/or noise negatively affects the daily life of the residents. In this direction, the innovative concept of seismic metamaterial can enhance the vibration attenuation levels of existing mitigation measures and, at the same time, ensure a straightforward application in the railway environment. This paper uses a combined vehicle/track/soil prediction dynamic model of the T2000 LRV (Light Rail Vehicle) tram operating in Brussels, based on a two-step approach already validated in the past, to analyse the effects that the inclusion of seismic metamaterials within the transmission path has in terms of vibration attenuation. In particular, a four-by-four group of piles is examined with different material proprieties for the inclusions, considering a range of velocities and distances from the track in order to quantify the achievable Insertion Loss (IL) for each configuration depending on the distances and the tram speed, attaining ILs up to 10 [dB]. The study is then extended to other possible arrangements of the group of piles, providing a direct relationship between the repetitiveness of each row of the primitive unit cell of the metamaterial and the gained levels of attenuation, in order to give a base for the costs of this type of mitigation measure. Furthermore, the influence on the attenuation levels of the soil characteristics, is evaluated by considering an ideal uniform underground, extending the IL to 18 [dB] in the case of steel inclusion. Finally, the paper gives insights into the use of metamaterials as mitigation measures for railway-induced vibration in order to understand and evaluate the potential of this novel concept and its benefits.
引用
收藏
页数:15
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