基于有限元分析的模数式伸缩缝振动噪声研究
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作者单位:

1.东南大学建筑设计研究院有限公司,南京 210096;2.东南大学交通学院, 南京 210096

作者简介:

通讯作者:

李瑞琪,女,工程师,E-mail: 827788939@qq.com。

中图分类号:

U443.31

基金项目:

国家自然科学基金(52378287)。


Investigation on Vibration Noise of Modular Bridge Expansion Joints Based on FEA
Author:
Affiliation:

1.Architects & Engineers Co., Ltd. of Southeast University, Nanjing 210096, China;2.School of Transportation, Southeast University, Nanjing 210096, China

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    摘要:

    模数式伸缩缝(Modular bridge expansion joints,MBEJs)作为一种常见的桥梁伸缩缝形式,目前被广泛应用于各类桥梁工程,其在解决通行问题的同时也带来了伸缩缝振动噪声污染问题,严重影响城市居民的生活质量。本文以MBEJs为研究对象,基于有限元分析(Finite element analysis, FEA)方法分析了伸缩缝的振动特性和噪声特性,研究了模数式伸缩缝一阶竖向模态的影响因素以及多阶振动模态的变化规律,同时在声学模拟软件中建立伸缩缝-空腔联合无限元模型,进行声学频响分析,并对伸缩缝空腔进行声模态分析,探讨伸缩缝噪声的产生和传播机制。研究结果表明:伸缩缝的车致振动噪声是由伸缩缝竖向振动激励和空腔声模态激励共同耦合作用产生的,对伸缩缝下部空腔进行填塞与封闭可以降低伸缩缝噪声影响。

    Abstract:

    Modular bridge expansion joints(MBEJs)is a common form of bridge expansion. So far,it is widely used by different kinds of bridges. However,the noise of joints under vehicle load is still a problem,which seriously influence the life quality of surrounding residents. The paper takes MBEJs as the research object to study the vibration characteristics and noise characteristics of the expansion joints. Several finite element analyses(FEA) are conducted to study the influencing factors of the first-order vertical mode and the variation laws of multiple modes of MBEJs. Besides, analyses for the acoustic frequency responses of joint-cavity system and the acoustic modal responses of the cavity are conducted by using the numerical simulation method. The above results are compared to study the generation and transmission mechanisms for noise of joints under vehicle load. The results show that noise of MBEJs is caused by coupling action of vehicle-induced vibration excitation and cavity acoustic mode excitation. The noise can be reduced by packing and sealing the lower cavity of expansion joint.

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引用本文

李瑞琪,宋晓东,陈素华,丁如珍,费梁,戴世宏.基于有限元分析的模数式伸缩缝振动噪声研究[J].南京航空航天大学学报,2025,57(1):186-194

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  • 收稿日期:2024-08-17
  • 最后修改日期:2025-01-23
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  • 在线发布日期: 2025-03-10
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