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Feature Variation and its Impact on Structural Acoustic Response Predictions

机译:特征变化及其对结构声学响应预测的影响

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This paper presents a screening technique to assess the impact on model fidelity introduced by variations in the properties or positions of features in harmonically forced fluid-loaded structural acoustic models. The perspective taken is one of knowledge of a reference state, with a desire to determine the impact on the total radiated acoustic power due to perturbations in the reference state. Such perturbations change the predicted resonance frequencies of a structure under consideration, and hence, change the predicted response amplitudes. The method uses a single degree of freedom response model in the local region of each fluid-loaded resonance, coupled with eigenvalue sensitivities or variations, to estimate the perturbation impact. The perturbation is scaled by the degree to which each given mode participates in the response quantity of interest. The SDOF model yields results that indicate that proportional bandwidth analysis will be less sensitive to perturbation than constant bandwidth analysis. This is demonstrated through comparison of a constant bandwidth analysis and a 1/3 octave analysis applied to the same system. Elements of the analysis method are not necessarily restricted to model perturbations nor acoustic power, rather they may be used to assess the perturbation of any quadratic response quantity of interest due to changes in resonance frequency.
机译:本文提出了一种筛选技术,以评估由谐波强迫流体加载的结构声学模型中特征的特性或位置的变化对模型保真度的影响。所采取的观点是参考状态的知识之一,期望确定由于参考状态中的扰动而对总辐射声功率的影响。这样的扰动改变了所考虑结构的预测共振频率,因此改变了预测响应幅度。该方法在每个流体加载共振的局部区域中使用单自由度响应模型,结合特征值灵敏度或变化,以估计扰动影响。通过每个给定模式参与感兴趣响应量的程度来缩放摄动。 SDOF模型得出的结果表明,比例带宽分析将比恒定带宽分析对扰动更不敏感。通过比较恒定带宽分析和应用于同一系统的1/3倍频程分析,可以证明这一点。分析方法的元素不一定限于模型扰动或声功率,而是可以将其用于评估由于共振频率变化而引起的任何感兴趣的二次响应量的扰动。

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