Free-Free Vibration Extraction From Available Vibration Data

Thomas T. Yi
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Abstract

This paper presents a procedure for identifying the free-free vibration data of a structure from the available vibration data of the same structure with boundary conditions. For a structure in a mechanical system, depending upon the dynamic formulation used, we may need a set of free-free modal data or a set of constrained modal data. If a finite element model of the structure is available, its vibration data can be obtained analytically under any desired boundary conditions. However, if a finite element model is not available, the vibration data may be determined experimentally. Since experimentally measured vibration data are obtained for a structure supported by some form of boundary conditions, we may need to determine its free-free vibration data. The aim of this study is to extract, based on experimentally obtained vibration data, the necessary free-free frequencies and the associated modes for structures to be used in dynamic formulations. The available vibration data may be obtained for a structure supported either by springs or by fixed boundary conditions. Furthermore, the available modes may be either a complete set; i.e., as many modes as the number of degrees of freedom of the associated FE model is available, or it can be an incomplete set.
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从可用振动数据中提取自由-自由振动
本文提出了一种从具有边界条件的同一结构的现有振动数据中识别结构自由-自由振动数据的方法。对于机械系统中的结构,根据所使用的动力学公式,我们可能需要一组自由-自由模态数据或一组约束模态数据。如果有结构的有限元模型,则可以在任何所需的边界条件下解析得到其振动数据。但是,如果没有有限元模型,则可以通过实验确定振动数据。由于实验测量的振动数据是由某种形式的边界条件支持的结构获得的,我们可能需要确定其自由-自由振动数据。本研究的目的是根据实验获得的振动数据,提取用于动力公式的结构所需的自由-自由频率和相关模态。可用的振动数据可用于由弹簧或固定边界条件支撑的结构。此外,可用模态可以是一个完整的集合;即,与相关的有限元模型的自由度数量一样多的模式是可用的,或者它可以是一个不完整的集合。
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