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    Self Excited Vibrations and Damping in Circulatory Systems

    Source: Journal of Applied Mechanics:;2014:;volume( 081 ):;issue: 010::page 101009
    Author:
    Hagedorn, Peter
    ,
    Eckstein, Manuel
    ,
    Heffel, Eduard
    ,
    Wagner, Andreas
    DOI: 10.1115/1.4028240
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Selfexcited vibrations in mechanical engineering systems are in general unwanted and sometimes dangerous. There are many systems exhibiting selfexcited vibrations which up to this day cannot be completely avoided, such as brake squeal, the galloping vibrations of overhead transmission lines, the ground resonance in helicopters and others. These systems have in common that in the linearized equations of motion the selfexcitation terms are given by nonconservative, circulatory forces. It has been well known for some time, that such systems are very sensitive to damping. Recently, several new theorems concerning the effect of damping on the stability and on the selfexcited vibrations were proved by some of the authors. The present paper discusses these new mathematical results for practical mechanical engineering systems. It turns out that the structure of the damping matrix is of utmost importance, and the common assumption, namely, representing the damping matrix as a linear combination of the mass and the stiffness matrices, may give completely misleading results for the problem of instability and the onset of selfexcited vibrations. The authors give some indications on improving the description of the damping matrix in the linearized problems, in order to enhance the modeling of the selfexcited vibrations. The improved models should lead to a better understanding of these unwanted phenomena and possibly also to designs oriented toward their avoidance.
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      Self Excited Vibrations and Damping in Circulatory Systems

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    contributor authorHagedorn, Peter
    contributor authorEckstein, Manuel
    contributor authorHeffel, Eduard
    contributor authorWagner, Andreas
    date accessioned2017-05-09T01:05:01Z
    date available2017-05-09T01:05:01Z
    date issued2014
    identifier issn0021-8936
    identifier otherjam_081_10_101009.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/153891
    description abstractSelfexcited vibrations in mechanical engineering systems are in general unwanted and sometimes dangerous. There are many systems exhibiting selfexcited vibrations which up to this day cannot be completely avoided, such as brake squeal, the galloping vibrations of overhead transmission lines, the ground resonance in helicopters and others. These systems have in common that in the linearized equations of motion the selfexcitation terms are given by nonconservative, circulatory forces. It has been well known for some time, that such systems are very sensitive to damping. Recently, several new theorems concerning the effect of damping on the stability and on the selfexcited vibrations were proved by some of the authors. The present paper discusses these new mathematical results for practical mechanical engineering systems. It turns out that the structure of the damping matrix is of utmost importance, and the common assumption, namely, representing the damping matrix as a linear combination of the mass and the stiffness matrices, may give completely misleading results for the problem of instability and the onset of selfexcited vibrations. The authors give some indications on improving the description of the damping matrix in the linearized problems, in order to enhance the modeling of the selfexcited vibrations. The improved models should lead to a better understanding of these unwanted phenomena and possibly also to designs oriented toward their avoidance.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleSelf Excited Vibrations and Damping in Circulatory Systems
    typeJournal Paper
    journal volume81
    journal issue10
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4028240
    journal fristpage101009
    journal lastpage101009
    identifier eissn1528-9036
    treeJournal of Applied Mechanics:;2014:;volume( 081 ):;issue: 010
    contenttypeFulltext
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