SAE Technical Paper Series 2007
DOI: 10.4271/2007-01-2329
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Advanced FRF Based Determination of Structural Inertia Properties

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Cited by 7 publications
(4 citation statements)
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“…Moreover, depending on the platform's number of degrees of freedom (DOFs), the structure must be mounted successively in several different orientations, which is a difficult and time-consuming task if the structure is heavy, odd-shaped, or fragile. The method proposed in this article is related to another group of methods that derive all ten rigid body parameters from measurements of frequency response functions (FRFs) [8][9][10][11][12][13][14][15][16][17][18][19]. These methods require only standard vibration testing equipment: the structure is excited successively at several points, typically by means of a shaker or an impulse hammer, and several response measurements are made, usually with accelerometers.…”
Section: Current Identification Methods For Rigid Body Propertiesmentioning
confidence: 99%
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“…Moreover, depending on the platform's number of degrees of freedom (DOFs), the structure must be mounted successively in several different orientations, which is a difficult and time-consuming task if the structure is heavy, odd-shaped, or fragile. The method proposed in this article is related to another group of methods that derive all ten rigid body parameters from measurements of frequency response functions (FRFs) [8][9][10][11][12][13][14][15][16][17][18][19]. These methods require only standard vibration testing equipment: the structure is excited successively at several points, typically by means of a shaker or an impulse hammer, and several response measurements are made, usually with accelerometers.…”
Section: Current Identification Methods For Rigid Body Propertiesmentioning
confidence: 99%
“…Fig. 1 Example for the FRF of a softly suspended elastic structure A widely adopted FRF method, known as the massline method, derives the rigid body properties from massline values extracted from range (c) by means of modal analysis [9][10][11][12]. Accurate modal curve fitting, however, is difficult if the modal density is high or if the structure shows non-linear vibration behaviour.…”
Section: Current Identification Methods For Rigid Body Propertiesmentioning
confidence: 99%
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“…e conventional techniques for parameters identification of the rigid body can be divided into two categories, i.e., time domain methods [2][3][4][5][6][7] and frequency domain methods. e frequency domain methods may be further subdivided into three categories: modal model method [8][9][10], residual inertia method [11][12][13][14][15], and direct system identification method [16,17]. e classical domain pendulum method is often timeconsuming due to repetitive configuration adjustments of a heavy target and complicated body such as an automotive powertrain.…”
Section: Introductionmentioning
confidence: 99%