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高速铁路桥上新型声子晶体声屏障车致振动研究OA

Research on vehicle-induced vibration of novel phononic crystal sound barriers for rail transit on bridges

中文摘要英文摘要

随着高速铁路列车运营速度的不断提升以及运营频次的不断增加,沿线声环境质量控制面临着极大的挑战,其中在线路两侧安装声屏障是车致振动噪声控制最为行之有效的方式.由于声学超材料声子晶体在隔声领域具有显著的优势,基于声子晶体设计的新型声屏障可有效提升声屏障的声学性能,能够满足新时代高速铁路沿线声环境质量控制需求.然而当列车通过时,振动能量的传递同样会导致声屏障发生振动,进而影响其服役性能以及降噪效能.因此,针对高速铁路声屏障有必要系统研究其自身的车致振动问题.为此,首先建立了高速铁路桥上既有直立式声屏障车致振动预测模型,并通过现场动力学测试数据验证了上述理论模型的准确性;在此基础上重新构建桥上新型声子晶体声屏障车致振动预测模型,系统研究了新型声子晶体声屏障的车致振动特性.研究结果表明,新型声子晶体声屏障的水平横向振动始终强于其垂向振动;较之于既有直立式声屏障的车致振动,新型声子晶体声屏障在外壳位置的时域垂向振动峰值降低了36.77%,并且其垂向主振频段从0~120 Hz减小为0~90 Hz;新型声子晶体声屏障晶胞的高度对其振动有显著影响,建议采用高度较低的晶胞设计多组单元板形式的新型声子晶体声屏障,其在降低车致振动特性方面具有显著的优势.

With the continuous increase in the operating speed and frequency of high-speed railway trains,controlling the acoustic environment along the lines has become significant challenges.Installing noise barriers on both sides of the tracks is one of the most effective methods for mitigating vehicle-induced vibration and noise.Given the remarkable advantages of acoustic metamaterials and phononic crystals in sound insulation,the design of novel noise barriers based on phononic crystals can effectively enhance their acoustic performance.This approach is capable of satisfying the demands for acoustic environment quality control along high-speed railway lines.However,the transmission of vibration energy generated by moving trains would cause the sound barrier to vibrate,thereby affecting its service performance and noise reduction efficiency.Therefore,it is necessary to conduct a systematic study on the train-induced vibration issues of high-speed railway noise barriers.First,the prediction model for train-induced vibrations in existing vertical noise barriers on high-speed railway bridges was established,and the accuracy of the developed theoretical model was verified through field test.Based on this,a new prediction model for train-induced vibrations in phononic crystal noise barriers on bridges was developed,and the train-induced vibration characteristics of the novel phononic crystal noise barriers were investigated.The results indicate that the lateral vibration of the novel phononic crystal noise barrier is consistently stronger than its vertical vibration.Compared to the existing vertical noise barrier,the peak vertical vibration in the time domain at the shell position of the novel phononic crystal noise barrier is reduced by 36.77%,and its dominant vertical vibration frequency range is narrowed from 0―120 Hz to 0―90 Hz.The height of the phononic crystal unit cell significantly influences the vibration of the novel barrier.Therefore,unit cells with lower heights and multi-unit panel configurations should be adopted in the novel phononic crystal noise barrier,as this strategy holds significant advantages in mitigating the train-induced vibration characteristics of the noise barrier.

张小安;杨曼曼;徐磊;刘虎兵;何中伟;翁蕴晗

兰州交通大学 机电工程学院,甘肃 兰州 730070||高速铁路建造技术国家工程研究中心,湖南 长沙 410075兰州交通大学 机电工程学院,甘肃 兰州 730070高速铁路建造技术国家工程研究中心,湖南 长沙 410075||中南大学 土木工程学院,湖南 长沙 410075兰州交通大学 机电工程学院,甘肃 兰州 730070中铁二局集团有限公司,四川 成都 610000兰州交通大学 机电工程学院,甘肃 兰州 730070

交通工程

高速铁路高架线路声屏障声子晶体车致振动

high-speed railwayelevated linessound barrierphononic crystalvehicle-induced vibration

《铁道科学与工程学报》 2026 (8)

3579-3594,16

中国国家铁路集团有限公司科技研究开发计划项目(L2024G008)国家自然科学基金资助项目(52362049,52578526)甘肃省科技计划资助项目(25JRRA158)中国中铁股份有限公司科技研究开发计划项目(策源地2025-专项-03)

10.19713/j.cnki.43-1423/u.T20251687

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