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Noise reduction mechanism of high-speed railway box-girder bridges installed with MTMDs on top plate
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作者 Xiaoan Zhang Xiaoyun Zhang +2 位作者 jianjin yang Li yang Guangtian Shi 《Railway Engineering Science》 EI 2024年第4期518-532,共15页
The issue of low-frequency structural noise radiated from high-speed railway(HSR) box-girder bridges(BGBs) is a significant challenge worldwide. Although it is known that vibrations in BGBs caused by moving trains can... The issue of low-frequency structural noise radiated from high-speed railway(HSR) box-girder bridges(BGBs) is a significant challenge worldwide. Although it is known that vibrations in BGBs caused by moving trains can be reduced by installing multiple tuned mass dampers(MTMDs) on the top plate, there is limited research on the noise reduction achieved by this method. This study aims to investigate the noise reduction mechanism of BGBs installed with MTMDs on the top plate. A sound radiation prediction model for the BGB installed with MTMDs is developed, based on the vehicle–track–bridge coupled dynamics and acoustics boundary element method. After being verified by field tested results, the prediction model is employed to study the reduction of vibration and noise of BGBs caused by the MTMDs. It is found that installing MTMDs on top plate can significantly affect the vibration distribution and sound radiation law of BGBs. However, its impact on the sound radiation caused by vibrations dominated by the global modes of BGBs is minimal. The noise reduction achieved by MTMDs is mainly through changing the acoustic radiation contributions of each plate of the bridge. In the lower frequency range, the noise reduction of BGB caused by MTMDs can be more effective if the installation of MTMDs can modify the vibration frequency and distribution of the BGB to avoid the influence of small vibrations and disperse the sound radiation from each plate. 展开更多
关键词 High-speed railway Box-girder bridge MTMDs Noise control design Noise reduction mechanism
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基于轮轨多点接触的浮置板轨道钢轨波磨安全限值分析 被引量:2
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作者 郑炼鑫 杨建近 +1 位作者 孙宇 朱胜阳 《科学通报》 EI CAS CSCD 北大核心 2019年第25期2590-2599,共10页
地铁线路中钢轨产生的波磨,会使轮轨相互作用恶化,危害车辆及轨道的使用寿命,进而导致养护工作量和维修费用的增加,甚至影响列车运行安全性.确定钢轨波磨安全限值并及时打磨是消除钢轨波磨危害的有效手段.为了确定浮置板轨道钢轨波磨安... 地铁线路中钢轨产生的波磨,会使轮轨相互作用恶化,危害车辆及轨道的使用寿命,进而导致养护工作量和维修费用的增加,甚至影响列车运行安全性.确定钢轨波磨安全限值并及时打磨是消除钢轨波磨危害的有效手段.为了确定浮置板轨道钢轨波磨安全限值,基于车辆-轨道耦合动力学理论建立车辆-浮置板轨道耦合动力学模型分析钢轨波磨对车辆-轨道耦合系统的动力学影响,并从车辆运行安全性、运行平稳性和车-轨动态作用性能3个方面考量,提出地铁浮置板轨道线路钢轨波磨的限值.为了更准确地描述轮轨相互作用,所建立的车辆-浮置板轨道耦合动力学模型采用了改进的Kik-Piotrowski方法以考虑轮轨多点非Hertiz接触.研究结果表明,钢轨波磨的出现会使得轮轨相互作用明显恶化,特别是波长小于75 mm的钢轨磨耗;随着钢轨波磨的波长减小、波深加大,轮轨垂向力、轮轨横向力以及脱轨系数、轮重减载率等评价指标都呈现恶化的趋势;其中轮重减载率受波长波深的影响最明显,在一定波长下,随着波深的增加,轮重减载率也最先超出安全限值.当列车运行速度为80 km/h时,波长为0.05 m左右的钢轨波磨的波深应控制在0.2 mm以下,波深为0.1 mm左右的钢轨波磨的波长应控制在30 mm以上. 展开更多
关键词 钢轨波磨 限值 车辆-轨道耦合动力学 轮轨相互作用 非Hertz多点接触 Kik-Piotrowski方法
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