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首页> 外文期刊>Acustica >Structural energy flow in a resiliently coupled T-shaped beam by wave intensity and mobility approaches
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Structural energy flow in a resiliently coupled T-shaped beam by wave intensity and mobility approaches

机译:通过波强度和迁移率方法在弹性耦合T形梁中的结构能流

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The aim of this work is to examine the limitations and possibilities of application for two different experimental techniques employed to measure the energy flow through a T-shaped beam containing a resilient junction. The methods considered are the structural wave intensity technique based on a finite-difference (FD) approximation and the Mobility Energy Flow (MEF) technique. Two resiliently coupled beams, forming a T-shape, are utilized for experimental evaluation of both methods. Reverberant and anechoically terminated ends of the receiving beam are used in order to examine conditions of weak and strong energy how Both measurement methods are compared with theoretical predictions of the input power in the source structure and the power transferred through the resilient material to the receiver structure. It was found that the MEF method demonstrates a number of advantages in contrast to the FD technique. [References: 9]
机译:这项工作的目的是研究两种不同的实验技术的局限性和应用可能性,这些技术用于测量通过包含弹性结的T形梁的能量流。所考虑的方法是基于有限差分(FD)近似的结构波强度技术和移动能流(MEF)技术。形成T形的两个弹性耦合梁用于两种方法的实验评估。为了检查弱能量和强能量的条件,使用了回声的反射混响和消声终止端,如何将两种测量方法与源结构中输入功率以及通过弹性材料传递到接收器结构的功率的理论预测进行比较。已经发现,与FD技术相比,MEF方法具有许多优势。 [参考:9]

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