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    Response of a Squeeze Film Damper Elastic Structure System to Multiple and Consecutive Impact Loads

    Source: Journal of Engineering for Gas Turbines and Power:;2016:;volume( 138 ):;issue: 012::page 122504
    Author:
    Andrأ©s, Luis San
    ,
    Jeung, Sung
    DOI: 10.1115/1.4034001
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Squeeze film dampers (SFDs) are common in aircraft gas turbine engines, customized to provide a desired level of damping while also ensuring structural isolation. This paper presents measurements obtained in a test rig composed of a massive cartridge, an elastic structure, and an openends SFD with length L = 25.4 mm, diameter D = 127 mm, and radial clearance c = 0.267 mm. ISO VG 2 oil at room temperature lubricates the thin film. The measurements quantify the system transient response to sudden loads for motions departing from various static eccentricity displacements, es/c = 0–0.6. The batch of tests include recording the system response to (a) one single impact, (b) two (and three) impacts with an elapsed time of 30 ms in between, and (c) two or more consecutive impacts, without any delay, each with a load magnitude at 50% of the preceding impact. The load actions intend to reproduce, for example, a hard landing on an uneven surface or plunging motions from sudden contacts in a machine tool. The test system transient responses due to one or more impacts, each 30 ms apart, show the peak amplitude of motion (ZMAX) is proportional to the magnitude of applied load (FMAX). The identified system damping ratio (خ¾) is proportional to the peak dynamic displacement as a linear system would show. Predictions of transient response from a physical SFD model accounting for fluid inertia correlate best with the experimental results as they produce greatly reduced peak dynamic motions when compared to predictions from a purely viscous SFD model. For the responses due to consecutive impacts, one after the other with no delay, the system motion does not decay immediately but builds to produce larger motion amplitudes than in the earlier cases. Eventually, as expected, after several oscillations, the system comes to rest. For an identical damper having a smaller clearance cs = 0.213 mm (0.8c), its damping ratio (خ¾s) is ∼1.3 to ∼1.7 times greater than the damping ratio for the damper with a larger film clearance (خ¾). Hence, the experimentally derived (خ¾s/خ¾) scales with (c/cs)2. The finding demonstrates the importance of manufacturing precisely the components in a damper to produce an accurate clearance.
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      Response of a Squeeze Film Damper Elastic Structure System to Multiple and Consecutive Impact Loads

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    contributor authorAndrأ©s, Luis San
    contributor authorJeung, Sung
    date accessioned2017-05-09T01:29:00Z
    date available2017-05-09T01:29:00Z
    date issued2016
    identifier issn1528-8919
    identifier othergtp_138_12_122504.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/161226
    description abstractSqueeze film dampers (SFDs) are common in aircraft gas turbine engines, customized to provide a desired level of damping while also ensuring structural isolation. This paper presents measurements obtained in a test rig composed of a massive cartridge, an elastic structure, and an openends SFD with length L = 25.4 mm, diameter D = 127 mm, and radial clearance c = 0.267 mm. ISO VG 2 oil at room temperature lubricates the thin film. The measurements quantify the system transient response to sudden loads for motions departing from various static eccentricity displacements, es/c = 0–0.6. The batch of tests include recording the system response to (a) one single impact, (b) two (and three) impacts with an elapsed time of 30 ms in between, and (c) two or more consecutive impacts, without any delay, each with a load magnitude at 50% of the preceding impact. The load actions intend to reproduce, for example, a hard landing on an uneven surface or plunging motions from sudden contacts in a machine tool. The test system transient responses due to one or more impacts, each 30 ms apart, show the peak amplitude of motion (ZMAX) is proportional to the magnitude of applied load (FMAX). The identified system damping ratio (خ¾) is proportional to the peak dynamic displacement as a linear system would show. Predictions of transient response from a physical SFD model accounting for fluid inertia correlate best with the experimental results as they produce greatly reduced peak dynamic motions when compared to predictions from a purely viscous SFD model. For the responses due to consecutive impacts, one after the other with no delay, the system motion does not decay immediately but builds to produce larger motion amplitudes than in the earlier cases. Eventually, as expected, after several oscillations, the system comes to rest. For an identical damper having a smaller clearance cs = 0.213 mm (0.8c), its damping ratio (خ¾s) is ∼1.3 to ∼1.7 times greater than the damping ratio for the damper with a larger film clearance (خ¾). Hence, the experimentally derived (خ¾s/خ¾) scales with (c/cs)2. The finding demonstrates the importance of manufacturing precisely the components in a damper to produce an accurate clearance.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleResponse of a Squeeze Film Damper Elastic Structure System to Multiple and Consecutive Impact Loads
    typeJournal Paper
    journal volume138
    journal issue12
    journal titleJournal of Engineering for Gas Turbines and Power
    identifier doi10.1115/1.4034001
    journal fristpage122504
    journal lastpage122504
    identifier eissn0742-4795
    treeJournal of Engineering for Gas Turbines and Power:;2016:;volume( 138 ):;issue: 012
    contenttypeFulltext
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