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Numerical Simulation of the Vibration and Structure-Borne Noise of the Viaduct

机译:高架桥振动与结构噪声的数值模拟

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Based on the combination of finite element software ANSYS and acoustics software LMS Virtual.Lab Acoustics, this paper makes an analysis of the Vibration and sound radiation of the viaduct of urban rail transit.First of all, transient dynamic analysis of three-dimensional model of box girder was made in ANSYS, with train passing bridge simulated as a moving load or a moving mass-spring system.Then vibration displacement response obtained is taken as boundary condition of outer sound field, which can achieve accurate acoustic response in Virtual.Lab Acoustics.According to comparing the results of the two different models, we can draw that the noise pressure with the moving mass-spring system is higher than the other, and the noise pressure range is from 70 to 95 in decibels.Using the transient boundary element module of LMS Virtual.Lab Acoustics can solve engineering problems in time domain, with simulating the vibration properly.
机译:基于有限元软件ANSYS和声学软件LMS Virtual.Lab Acoustics的结合,对城市轨道交通高架桥的振动和声辐射进行了分析。箱梁是在ANSYS中制造的,以列车通过的桥梁模拟为运动载荷或运动的质量弹簧系统,然后将获得的振动位移响应作为外部声场的边界条件,从而可以在Virtual.Lab Acoustics中获得准确的声响应通过比较两个不同模型的结果,我们可以得出结论,运动质量弹簧系统的噪声压力比另一个更高,并且噪声压力范围在70至95分贝之间。使用瞬态边界元LMS Virtual.Lab Acoustics的模块可以通过正确模拟振动来解决时域中的工程问题。

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