Stability of Cracked Rotorsin the Coupled Vibration Mode

download Stability of Cracked Rotorsin the Coupled Vibration Mode

of 4

Transcript of Stability of Cracked Rotorsin the Coupled Vibration Mode

  • 7/24/2019 Stability of Cracked Rotorsin the Coupled Vibration Mode

    1/4

    G. A . Papadopou los

    A. D. Dimarogonas

    Department ofMechan ica l E ng ineer ing ,

    Wash ing ton Un ivers i ty ,

    S t . Lou is , MO63130

    StabilityofCracked Rotors in the

    Coupled Vibrat ion Mode

    A

    transverse

    surface crack is known to add to a shaft a local flexibility due to the

    stress strain singularityin thevicinityof the crack tip. This flexibility can be

    represented, in the

    general case

    by wayof

    a

    6x6

    compliance

    matrix

    describing

    the

    localflexibility in a short shaft element w hich includes thecrack.This matrix has

    off diagonal terms which cause coupling along

    the

    directions whichareindicated

    by

    the off-diagonal terms.Inaddition, w hen the shaft rotates the crack opens and

    closes. Then the differential

    equations

    o f

    motion have periodically varying

    stiffness

    coefficients and the solution ca n be expressed as a sumofharmonicfunctions of

    time.

    A

    method for the

    determination

    of

    the intervals

    of

    instability

    of the first and

    ofsecondkind

    is

    developed.

    The

    results have been presented

    in

    stability charts

    in

    the

    frequency vs.depth of thecrackdomain. Thecouplingeffect due to thecrack leads

    to veryinteresting resultssuch as

    new

    frequencies andvibration modes.

    1 Introduction

    Propagating fatigue cracks can have detrimental effects on

    the reliabilityof rotating machinery such as turbomachinery,

    helicopter rotors, process machinery, etc. In turbomachinery

    for power generation, for example, the energy crisis of the ear

    ly 70's led toaconsiderable slow-down in the erection of new

    power stations. The bulk of the power equipment in this coun

    try was commissioned in the 1960's and with a design life of 30

    years, it is now in the third and last decade of its life. It is ex

    pected that failures duetolow-cycle fatigue initiated cracks

    will beamajor causeof machine failures in the next decade.

    The existing methodsof crack detection arebasedon the

    monitoring of a vibration having twice the critical frequency.

    However, this approach has not been used for m onitoring and

    diagnosis because such vibration can be caused by other fac

    tors.

    The discoveryofcoupling modes can lead to an unam

    biguous diagnosis because such modes can be initiated only by

    surface c racks.

    It is known th at the presence of a transverse crack in a struc

    tural member introduces local flexibility, which

    can be

    described by way of a local flexibility matrix, the dimension of

    which depends

    on

    the number

    of

    degrees

    of

    freedom con

    sidered. The maximum rank

    of

    such

    a

    matrix is 6 x 6 .

    Such a ma trix was first introduced for beams of rectangular

    cross-section with transverse surface cracks by Dimarogonas

    and Paipetis (1983)for5 degreesof freedom neglecting tor

    sion. They have also reviewed the work on cracked roto rs and

    stationary structures.

    More recently, Nelson

    and

    Nataraj (1986) introduced

    a

    Finite Element methodology and a time-varying (regularly

    closing) crack together with a series expansion of the solution

    Contr ibuted

    by the

    Technical Comm ittee

    on

    Vibra t ion

    and

    Sound

    for

    publication

    in the JOURNAL OF VIBRATION, ACOUSTICS, STRESS, AND RELIABILITY

    IN DESIGN. Manuscript received June 25, 1987.

    to yield a better understanding of the subcritical resonance at

    integer fractionsof the rotor's critical speed.

    In the area of the vibration of cracked stationary structures,

    Dimarogonas (1976) introduced thelocal flexibility of the

    cracked sectionof the shaft for vibration analysisofbeams

    and Chondros and Dimarogonas (1979) for plates. Reduced

    section approximations have been used by Kirmser (1944) and

    Petroski (1981, 1984), among others, for theapproximate

    evaluation of the change of the fundamental frequency due to

    existence of the crack.

    Coupling between different vibration modes due to cracks

    has been first reported by Dimarogonas and Paipetis (1983)

    who developeda 5x5 flexibility matrixfor abeamofrec

    tangular cross-section. Nondiagonal termsinsuchamatrix

    would indicate static and dynamic coupling. This observation

    led to analytical andexperimental verification for the ex

    istence

    of

    substan tial and identifiable cou pling between axial

    and bending vibration, (Papadopoulos andD imarogonas,

    1987) just as between torsional and bending vibration in a sta

    tionary shaft (Papado poulos and D imarogonas, 1987) and in a

    fractured bone (Nikiforidis et al. 1986).

    2

    Flexibility

    of a

    Cracked Shaft

    A shaft of diameter

    D ,

    length

    L,

    m aterial properties

    E

    and

    v

    hasacrack of depth d=a/Dat location =L\/L (Fig. 1).

    It is known that the presenceof a transverse surface crack

    on a shaft element introduces a local flexibility (Dimarogonas,

    1976).

    This flexibility hasbeen calculated andexpressed

    (Papadopoulos and Dimaro gonas, 1987) by way of a full 6 x 6

    compliance matrix due to general loading 6 degreesof

    freedom) (Fig.1).

    Here three degreesoffreedom, i.e., bending P

    4

    , P

    5

    in the

    two main directions ofthe cracked section and extension in the

    direction of the forceP

    x

    , will be used.

    356 / Vo l .

    110, JULY 1988 Transactions of the AS MECopyright 1988 by ASME

    wnloaded From: http://vibrationacoustics.asmedigitalcollection.asme.org/ on 01/28/2016 Terms of Use: http://www.asme.org/about-asme/terms-of-use

  • 7/24/2019 Stability of Cracked Rotorsin the Coupled Vibration Mode

    2/4

    F i g .

    1

    .9

    .8

    .7

    .6

    .5

    .4

    .3

    .2

    C , I - 7

    L

    \5

    ^ c

    I 0 '

    3

    10-2 lO ' 10 10'

    D imens ion less Comp l i ance

    F ig .2(a)

    102

    10-3 10-2 10-1 10 101

    Dimens ionless Compl iance

    F ig .

    2(b)

    The 3 x 3 com pliance matrix for the crack is,

    10 2

    [ J

    =

    C

    55

    /R C

    i4

    /R C

    5)

    C 45 / /V C 4 4 / / ? C 4J

    '14

    C / J

    '1 1

    J

    105

    9

    8

    7

    6

    5

    4

    3

    2

    C

    4 -

    / ^ M 4

    C45

    103

    (1)

    Wh ere , F

    0

    =AE/(\-v

    2

    ), A is the shaft cross-section sur

    face, R=D/2, and C,-, dimen sionless com plianc e function s of

    the relative crack depth a (Fig. 2).

    Matrix [C

    cr

    ] relates the two bending moments about x and y

    and the extensional force along z to the respective relative

    {

    F i g .

    3

    ro tat ions

  • 7/24/2019 Stability of Cracked Rotorsin the Coupled Vibration Mode

    3/4

    Crack

    Fig.

    4

    w h e r e

    [ C ^ ]

    =

    2F

    C

    M

    /R

    C,

    5

    /R

    Qi

    C

    54

    /R C

    55

    /R C

    51

    C,

    C,, i?

    T hus du r ing the ro ta t ion the s t i f fness va r ie s wi th t ime

    or

    wi th

    t h e a n g l e . T h i s v a r i a t i o n m a y bee x p r e s s e d byw ayof a t r u n

    ca ted , cos ine se r ie s .

    [K\ = [K(wt)\ = {K

    0

    \

    + [K^cos wt + [K

    2

    ]cos 2oit+

    [AT

    3

    ]cos

    3cot+[K

    4

    ]cos

    Aut

    4

    M =

    l

    K

    J

    C0 S

    v

  • 7/24/2019 Stability of Cracked Rotorsin the Coupled Vibration Mode

    4/4

    \^^^M [

    ^ A A H W / K J ^ V X W J ^

    0 50 100

    Frequency

    Fig. 7

    In the problem at hand , the dimension of m atrix

    [D]

    is 18 X18

    and the computation of the determinants was a modest prob

    lem for the computer, to the extent that an exhaustive search

    was performed in the (o>,a)plane.

    4 Experimental Evidenc e

    In 1983, a 300 MW steam turbine of the Lavrion Station of

    the Public Power Corporation, G reece, made by ALSTHOM,

    experienced violent vibration on the LP rotor of unknown

    cause. The velocity vibration probes, located near the bear

    ings, were used by the authors to obtain information for the

    rotor vibration. The transducer output was analyzed on a

    spectrum analyzer and a typical such spectrum is shown in Fig.

    7,corresponding to bearing No. 6 of the machine. There was

    immediate evidence for existence of a crack. Both the very

    high 2 per rev. component and the 12 and 6 Hz peaks cor

    responding to one half and one quarter of the critical speed,

    respectively, suggested the existence of a deep crack. The

    crack could not be precisely located, nor its magnitude precise

    ly estimated. Based on the test results the company decided to

    dismantle the turbine and an 120 degrees crack was found on

    the Low Pressure rotor. The rotor was repaired by the

    manufacturer and run subsequently without problems.

    On the spectrum of Fig. 7 some other vibration frequencies

    were noticed, which could not be related to any of the higher

    bending modes. In particular, a succession of 44, 88, 176 Hz

    frequencies suggested a relation to either torsional or

    longitudinal natural vibration frequencies. Eventually, it was

    found that these frequencies were close to subharmonics of the

    355 Hz fundamental longitudinal natural frequency

    (calculated). Since the vibration measured was in a lateral

    direction, it was concluded that the crack resulted in coupling

    of longitudinal and lateral vibration. This could only be ex

    plained on the basis of the coupling terms in the cracked shaft

    flexibility matrix. Indeed, the stability chart of Figs. 5 and 6

    show such behavior. Several subharmonics of the longitudinal

    and lateral natural frequencies are noticed as thresholds of in

    stability. In fact, this analysis did not take damping into ac

    count. Therefore, in certain areas of the (CJ, a) plane the

    analysis predicts instability which for linear systems means

    that vibration will increase beyond bound. Damping and

    nonlinearities limit the vibration amplitudes and therefore in

    the areas of instability vibration at the respective frequency is

    expected, which is substantiated by the test results in Fig. 7.

    5 Conclusion

    It was shown that a surface crack on a rotating shaft can

    yield a variety of unstable areas of operation due to the cou

    pling of lateral and longitudinal vibration. This coupling can

    only be related to the existence of cracks and can be used for

    crack identification. It can also supplement the utilization of

    twice the speed of rotation and half the critical speed signals in

    the process of crack identification.

    This analysis can be extended to surface and solid structures

    with very interesting consequences. Applications can be en

    visaged in the diagnosis of nonunion healing in cracked bones,

    diagnosis of cracks and cracked welds in pressure vessels, reac

    tor containment vessels, reactor piping, and finally in real time

    quality control of material production processes.

    References

    Dimarogonas,

    A. D., 1976, Vibration Engineering, West Publishers, St . Paul.

    Dimarogonas, A. D., and Paipetis , S. A., 1983, Analytical M ethods in Motor

    Dynamics, Elsevier-Applied Science Publishers, London .

    Dimarogonas, A. D., and Papado poul os, C. A., 1983, "Vibratio n of Crack

    ed Shafts in Bending," Journal of Sound and Vibration, Vol. 91, No. 4, pp.

    538-593.

    Kirmser, P. G ., 1944, "Th e Effect of Discontinuit ies on the Natural Frequen

    cy of Beams," Proc.

    ASTM

    Vol. 44, pp. 897-904.

    Nelson, H. D., and

    Nata ra j ,

    C , 1986, "The Dynamics of a Rotor System

    with a Cracked Shaft ," ASME

    JOURNAL OF VIBRATION, ACOUSTICS, STRESS, AND

    RELIABILITY IN D E S I G N , Vol. 108, pp. 189-196.

    Nikiforidis, G ., Bezerianos, A., and Dima rogona s, A. D., 1986, "Vibra tion

    Analysis of Bone Healing under Plast ic Cast ," IEEE/SBMI

    Conf.,

    F t . Worth ,

    Texas.

    Papadopoulos , C. A., and Dimarogonas, A. D., 1987, "Coupled

    Longitudinal and Bending Vibration of Rotating Sha fts,"

    Journal of Sound and

    Vibration, Vol. 117, No . 1, pp . 81-93.

    P a pa dopou los , C. A., and Dimarogonas, A. D., 1987, "Coupling of Bend

    ing and Torsional Vibration of a Cracked Timoshenko Shaft ," Ingenieur Ar-

    chiv,

    Vol. 57, pp. 257-266.

    Papadopoulos , C. A., and Dimarogonas, A. D., 1987, "Coupled

    Longitudinal and Bending Vibrations of a Cracked Shaft ," ASME

    JOURNAL OF

    VIBRATION,

    ACOUSTICS, STRESS

    AN D

    RELIABILITY

    IN

    D E S I G N ,

    Vol. 110, pp. 1-8.

    Petroski , H. J ., 1984, "On the Cracked Bell ," Journal of Sound and Vibra

    tion, Vol. 96, No. 4, pp. 485-493.

    Pe troski , H . J ., 1981, "Simple Static and Dynamic Models for the Cracked

    Elastic Beam," Int. Journal of Fracture, Vol. 17, pp. R71-R76 .

    J o u r n a l o f V ib r a t i o n , A c o u s t i c s , S t r e s s , a n d R e l i a b il i ty i n D e s i g n JULY 1 988 , Vo l . 11 0 /3 59

    wnloaded From: http://vibrationacoustics asmedigitalcollection asme org/ on 01/28/2016 Terms of Use: http://www asme org/about asme/terms of use