基于混合有限元-统计能量分析的箱梁结构噪声特性分析*

为了探讨箱梁的结构噪声辐射规律,提高计算精度及效率,基于混合有限元-统计能量分析理论,建立1/10箱梁有限元-统计能量分析计算模型,并进行模态实验与声学实验验证。在此基础上进行声贡献量以及振动传递规律分析,并与相关文献进行比较。研究结果表明:混合有限元-统计能量分析模型不仅适用于箱梁结构噪声分析,而且在保证计算精度的同时提高了计算效率;在随机激励下,箱梁顶板和左右翼板的声贡献量高达87.3%,底板和腹板的声贡献量仅为13.7%;箱梁结构各子系统声贡献量规律与箱梁结构各子系统的振动大小规律保持一致。     

流体动力性噪声的相似关系研究

以声学相似原理为依据,通过对流体动力噪声基本理论的研究分析,在建立水(气)动声学主要相似关系的基础上,研究了由于不满足雷诺数一致而可能导致的相似关系的破坏以及需要进行的相应修正。研究结果表明,尽管模型与实物的流体动力性噪声并不严格相似,但只要保证两者边界面流体的运动状态没有本质的区别,则从模型实验的结果推算实物的噪声性能是可行的,不过要对因雷诺数不同而引起的差异进行适当的修正。文中还以船舶螺旋桨为例,通过对模型和实桨对比实验结果的分析和计算,说明了尺度效应的基本特性。对于桨叶振动的影响以及当测试距离不满足相似关系时所需进行的修正等,本文也进行了初步的分析讨论。     

某型艇近场噪声和自噪声数值计算

采用结构有限元软件NASTRAN和声学边界元软件SYSNOISE,对某型艇振动与声学特性数值计算问题进行了研究。通过基于全船三维有限元分析模型的频响分析计算,获得该船结构振动响应特性参数。以振动频响分析计算结果作为声学边界条件,考虑球面点噪声源的影响,建立了全船三维边界元声学分析模型;并采用间接边界元法,对某型艇近场和自噪声声学特性进行了计算。所得计算结果与该船实测数据进行了对比,证明本文计算方法是可行的。     

有限元-统计能量分析法的拖拉机驾驶室噪声研究*

对某拖拉机驾驶室内中频噪声进行预测,建立了拖拉机驾驶室FE-SEA(有限元统计能量分析)混合模型,通过理论计算和试验方法获取驾驶室结构内损耗因子等数据；加载振动和噪声激励后进行有限元-统计能量分析联合仿真,将仿真获取的驾驶室声压级与实测数据进行对比,分析对比表明该模型在中频段利用FE-SEA混合法分析所得结果与试验测试值拟合程度较高,分析各子系统对驾驶室声腔的能量贡献度,确定对驾驶室噪声贡献较大的子系统,针对性对驾驶室声学包进行整改,获得一定降噪效果。     

SE-MCNN-CTC的中文语音识别声学模型

针对国内外缺少对振动轮噪声预估的问题,以某型振动轮为研究对象,首先基于动力学有限元理论对振动轮进行频率响应分析,其次采用声学边界元技术对振动轮辐射噪声进行了数值模拟,并通过实验验证了仿真结果的准确性,然后比较了垂直振动与圆周振动两种不同激振形式对辐射噪声的影响,得出垂直振动辐射噪声低的结论,最后对驾驶室声腔模态进行了仿真,与振动轮激振频率相近发生共振。通过调整激振频率,降低了司机耳旁噪声。所得研究成果可为振动轮辐射噪声的预估与改进提供一种切实可行的参考依据。     

街道峡谷内污染物扩散的风洞试验与数值分析

街道峡谷是城市地区典型的建筑结构,研究在不同气象条件下汽车尾气等污染物在街道峡谷内流动扩散的规律是近年来研究的热点。本文利用CFD技术对街道峡谷内流动扩散的风洞试验应遵循的相似准则进行了研究,结果表明对所研究结构的建筑模型雷诺数(Re_H)大于临界值3×10~4之后,街道峡谷内流动结构不再发生改变,满足Re数无关性。在此基础上,满足模型与原型的密度弗劳德数(Fr_ρ相等,可以在最大程度上满足流动与扩散的相似条件。以Re数无关和Fr_ρ数相等两个相似条件构建的风洞试验的结果,作为原型数值计算的验证条件,两种研究方法的结果有很好的一致性。     

基于流固耦合的油底壳振动噪声预测分析

为了对油底壳的改进方案进行噪声预测,首先建立油底壳的流固耦合有限元模型,进行耦合模态计算,获得其固有频率和振型,通过模态试验验证了耦合有限元模型的准确性;其次,在发动机工作过程中,通过试验测得油底壳各螺栓固定处的振动加速度;再次,基于模态结果,在油底壳各螺栓固定处施加测试的振动加速度,采用有限元的分析方法对油底壳进行了强迫振动计算和辐射噪声计算,并进行了试验对比,结果表明该方法可用于发动机开发试验确认阶段,对油底壳改进方案进行振动噪声的预测,减小开发风险;最后,对含油量多少对辐射噪声的影响进行了对比分析。     

T型三通水管路噪声特性数值研究

水管路系统工作运行中会产生较大的管路振动和流噪声.作为偶极子声源,充液管路内湍流激发的脉动压力会形成流噪声,且激励管壁产生流激振动噪声.为了揭示水管道系统的流激振动噪声与流噪声特性的区别,基于有限元方法对不同厚度的充液管路声学模态、结构模态以及耦合模态进行计算;基于计算流体力学联合声学边界元的混合计算方法探讨变流速下流...     

基于压电材料的薄膜声学超材料隔声性能研究

针对低频噪声的隔离问题,设计了一种基于压电材料的可调控薄膜声学超材料,该材料由压电质量块嵌入弹性薄膜制成.建立了材料的有限元分析模型,并且计算了材料的各阶特征频率与20—1200 Hz频段的传输损失曲线,并通过实验验证了有限元计算的真实性.计算结果表明:此声学超材料在20—1200 Hz频段内隔声性能良好,存在两个50 dB以上的隔声峰与一个可调式的隔声峰.通过分析简单结构的首阶共振模态并构建其等效模型,从理论上探究了结构参数对薄膜声学超材料隔声性能的影响,并通过有限元计算验证了其等效模型的正确性;综合分析材料的特征频率与传输损失曲线,进一步讨论了结构的隔声机理,分析结果表明,在特征频率处,薄膜的"拍动"会导致声波在其后的传播过程中干涉相消,实现声波的衰减;通过Fano共振理论,探究了各共振点处传输损失曲线特征不同的原因;压电质量块与外接电路组成LC振荡电路,在电路的共振频率处,压电材料的振动可以吸收声波的能量从而造成一个隔声峰,同时可以改变外接电路的参数来调整电路的共振频率,从而实现对隔声性能的调控.最后,探究了压电质量块偏心量对材料性能的影响,并通过有限元计算验证了材料隔声性能的可调性.研究结果为可调式薄膜声学超材料的设计提供了理论参考.     

1:10缩尺人工头研制及其在建筑声学缩尺模型测量中的应用

采用三维激光扫描技术对01dB MK2B人工头进行扫描,建立了包含耳道的人工头数字模型,再利用3D打印技术按照1:10的缩尺比打印出缩尺人工头,并将1/8 in传声器嵌入缩尺人工头内。在消声室内分别测量了足尺和缩尺人工头的双耳脉冲响应,并计算了双耳时间差ITD、双耳声压级差ILD以及双耳互相关系数IACC,对比分析结果显示两者吻合很好。将研制的人工头应用于天津文化中心音乐厅1:10声学缩尺模型IACC参数测量,模型测量结果与现场测量结果一致。该方法制作的缩尺人工头可用于声学缩尺模型实验中厅堂空间感参数的测量并有望应用于可听化技术。      

轨道交通箱型梁腔室结构的减振降噪研究

轨道交通箱型梁在列车荷载作用下产生的低频振动与噪声对人体健康危害很大,针对箱型梁的减振降噪研究具有重要意义。将有限元振动分析理论与声辐射分析边界元法相结合,计算列车荷载作用下箱型梁的结构噪声,并对比分析不同的腔室结构对箱型梁结构噪声辐射的影响。计算结果表明:箱型梁场点结构噪声的辐射受振动水平影响较大;对于不同的腔室结构的箱型梁,跨中场点的最大线性声压级从大到小依次为单箱单室、单箱双室、单箱三室、双箱单室箱型梁;箱型梁采用双箱单室结构形式最有利于结构噪声的控制,且随辐射距离的增加,噪声辐射衰减越快;降低翼缘和腹板振动水平能够有效降低箱型梁结构噪声。分析结果可为城市轨道交通箱型梁的结构减振降噪设计提供一定的理论参考。     

STRUCTURE-BORNE NOISE AND VIBRATION OF CONCRETE BOX STRUCTURE AND RAIL VIADUCT

In this study, the vibration and acoustic resonance, and dominant frequency range of simple concrete box and viaduct are examined from the measurement results. A narrow band analysis—fast Fourier transform (FFT) method is used to analyze the measurement results and finite element method (FEM) is used to validate resonance frequencies for noise and vibration. The experiment of the concrete box structure is a preliminary study of analyzing resonance frequency radiated from the vibrating concrete structure since railway viaduct is a concrete box structure too. According to their noise and vibration spectra, it shows that the vibration resonance is more significant than the acoustics resonance.Based on the measurement results of the rail viaduct structure-borne noise and vibration, the relationship in terms of transfer function and coherence between noise and vibration are evaluated. They show that the dominant frequency range for noise and vibration of concrete viaduct is between 20 and 157 Hz, the resonance frequencies are 43 and 54 Hz and have significant tonal noise characteristics. The experimental results are in good agreement with the theoretical relationship between sound and vibration.     

Coupling resonance of floating slab and supporting concrete box structure

This paper mainly investigates the effect of coupling resonance of floating slab and supporting short concrete box. The similarities and differences in vibration behaviors between long (30 m) and short (1.5 m) lengths of concrete box structures with the same cross-section were analyzed with finite element model (FEM). The results suggest that the major local modes for vibration and structure-borne sound radiation for long and short box structures are the same. A short concrete hollow box was constructed to verify the theoretical vibration results, and six combinations of floating slabs were installed on the box to identify the vibration and structure-borne sound control by experimental method. The resonance modes due to either concrete box or floating slab should degrade the vibration isolation performance of the floating system. There may be strong coupling between roll mode (rigid body rotation mode in the y-z plane) of the floating slab and local distortion mode of the short box structure and this can change the vibration resonance frequencies and amplify the vibration.     

Numerical and experimental studies on housing optimization for noise reduction of an axial piston pump

This paper presents a methodology to reduce the noise of an axial piston pump through modification of the housing structure, combined with both numerical and experimental methods. The finite element models of the housing and cover are established, and are assembled together. The finite element models are validated and updated using experimental modal analysis. The frequency response function of the assembly is calculated, and the shell element in the inner surfaces of the housing is added. The effects of the thickness of the shell element on the frequency response function are identified. A topology optimization is conducted for the purpose of reducing the frequency response function and the increase of mass. The prototype pump is manufactured and assembled. Different experimental measurements are carried out, including the measurement of the vibration and the distributions of the sound pressure levels around the pump. Results show that the vibration and noise are reduced by using the optimized housing. In particular, the average sound pressure level is reduced by about 2 dB(A) at the discharge pressure of 250 bar, and the sound pressure level at the second harmonic is reduced significantly. The method proposed here can also be used for other kinds of displacement pumps.     

Optimized Modular Design of Acoustic Metamaterials: Targeted Noise Attenuation

A modular design optimization method for acoustic metamaterial cells is proposed, which can ensure satisfying the targeted noise attenuation by using only the objective function of an arbitrary noise source and the constraints of the application at hand. The core algorithm is a fusion of the generalized particle swarm algorithm and wave finite element method specialized for structural and targeted optimization of metamaterials. The output is the optimized metamaterial cell and its sound barrier structure. The desired noise reduction performance is verified via acoustic testing of a 3D-printed prototype. The simulation and experimental results of test cases show that the designed acoustic metamaterial can perfectly block the target noise band and have significant advantages in terms of design efficiency, light weight, and noise attenuation.     

Effects of a multi-layered poro-elastic ground on attenuation of acoustic waves and ground vibration

Ground conditions affect the propagation of outdoor sound and vibration. This paper focuses on the interaction between air pressure and porous ground at low frequencies- where mechanisms other than the rigid porous effects used in locally reacting models may be important. A 2-D analytical model has been developed in this study for the calculation of acoustic and acousto-seismic admittances in a multi-layered poro-elastic ground. The model can be used as a prediction tool both for the ground effect on the sound and the generation of ground vibration by the sound. The modelled acoustic admittance is validated successfully against established rigid frame admittance models over a frequency range of 1 Hz-3 kHz. Moreover, the acousto-seismic impedance is verified against full scale airblast field test data measured during the Norwegian Trials full scale field test program. For certain ground types, the predicted acoustic admittance illustrates a different behaviour compared with predictions from the traditional rigid frame acoustic impedance models. This emphasises the importance of including a deformable frame in the model to obtain realistic results for these conditions.     

概率盒框架下混合认知不确定声场的响应预测

针对含概率盒-证据混合认知不确定参数声场的响应预测问题,提出了一种概率盒框架下的改进区间蒙特卡洛方法。该方法首先将混合认知不确定参数转换为纯概率盒形式,然后结合有限元方法推导出混合认知不确定声场的盖根鲍尔多项式代理模型,再采用蒙特卡洛方法求解代理模型得到声压响应。以含概率盒-证据混合认知不确定参数的二维管道声场模型和卡车乘客舱声腔模型为例,计算结果表明混合认知不确定参数影响下的声压响应为概率盒形式,其包括声压响应极值和相应的概率信息,并且所提方法较常规混合离散方法效率更优,较基于一阶摄动法的区间蒙特卡洛方法准确性更高。研究结果表明:所提方法可以有效预测混合认知不确定声场的声压响应,并可进行声学性能的风险和保守估计。      

传递矩阵法预报时空随机激励下任意薄壳腔体内部噪声

利用结构有限元结合声有限元及边界元方法,建立了任意薄壳腔体弹性壳板振动与内外声场的耦合模型,并计算了激励力与壳板振动和内部声场之间的传递矩阵;湍流边界层脉动压力具有时空随机面激励特性,引入整体形状函数矩阵,进一步推导弹性壳板广义节点力功率谱密度函数矩阵与随机面分布激励力功率谱密度函数的关系,再利用声振耦合传递矩阵,得到弹性壳板振动和内部声场功率谱密度函数与广义节点力功率谱密度函数矩阵的关系,形成随机分布激励下任意薄壳腔体结构振动及内部声场的计算方法。以典型的内外均有声介质且一面为弹性矩形板的矩形腔声振耦合模型为例,计算了弹性壳板振动和内部声场功率谱密度函数,并与解析方法进行了比较,两者基本吻合,偏差分别为1 dB和2 dB左右。传递矩阵法不受腔体结构及其内部区域形状的制约,具有良好的适用性。