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iiiDEDICATIONÀ mon …ls Matthieu
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vi5 FORCED VIBRATIONS : : : : : : :
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ixSUMMARYA novel analysis is propos
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CHAPTER IINTRODUCTIONThe purpose of
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3properties have canonical forms: f
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5mode shape problem where eigendata
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7where ~v O and ~ Á are respective
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9yOA, I x , I y , Y, LMxm, m γFigu
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1123·~T M =¸ T 1 T 2 T 3=640 0 00
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14twist it induces the form T E = P
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where ~r S f and ~rC °are respecti
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18m fi are all equal and represent
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20Consider any wrench contained in
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22on the subject is extensive [15],
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24VEMyzxFigure 3.1: Elastically Sus
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26! 2 =k ° + k x EVy 2 + k y EVx2m
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28·where ^T M =~ ±T0¸Tis a trans
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30yVMExFigure 3.2: Location of Vibr
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32Theorem 10 When the center of mas
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34where MV x1 , MV x2 , MV x3 are t
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36At the center of mass,2M M =64m 0
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38yV 2OMEV 1TranslationalDirectionx
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CHAPTER IVTRANSLATION AND COUPLE MO
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42δw rFigure 4.2: Pure Translation
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444.2.1 Translation ModeThe two equ
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46sti¤ness and mass matrices have
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484.3.1 Translation modeIt is known
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50matrix and,23k tr =640 0 0a b cd
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52rotations which intersect at M. T
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54direct consequence of assuming eq
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56be rewritten as,~ fTi~ ±1 = ~ ±
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58produced by a couple mode. The pr
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60should then be a pure translation
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62be represented as,K M = X T EMK E
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64means that one principal sti¤nes
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66Substituting (4.61) and (4.62) in
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68δ 2δ 3τ 1E; MFigure 4.7: Coupl
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70Equation (4.74) represents the ei
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72² Design K 2 such that ^w is one
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74Equation (4.83) shows that k fcan
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76make the common eigentwists paral
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78Note that ^w transforms according
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80The proposed design places 13 con
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82construction is a problem of sti
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84where·¸2~ f2 ~ f3 p 6=66430 ¡2
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86fStiffnessAxisM 2Body 2Body 1τ M
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88the centers of mass and elasticit
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90where the vector from E 2 to M 2
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92where the arbitrary linear princi
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94² The linear mass of the absorbe
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96Pfk x kγ k yFigure 4.13: Possibl
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98specialized to systems exhibiting
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100where ! 2 j is the natural frequ
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102V 1V 2ffτ MMV 3Figure 5.3: Mode
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104γ iαMMV iMFV i FfFigure 5.4: L
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106Equation (5.20) reveals that the
- Page 118 and 119: 108Substituting (5.23) into (5.22)
- Page 120 and 121: 110V 1EYMYMV 2V 3Figure 5.6: Mode 1
- Page 122 and 123: 112δEMV 2V 3V 1Figure 5.8: Mode 1
- Page 124 and 125: 114a planar rotating unbalance for
- Page 126 and 127: 116undamped, underdamped, criticall
- Page 128 and 129: 118The location of point V is given
- Page 130 and 131: Note that ¡! AV can also be found
- Page 132 and 133: 122For planar motion, the eigenvect
- Page 134 and 135: 124Aδ δxδByBxyB AδA By− δx
- Page 136 and 137: 126position. This observation means
- Page 138 and 139: Equation (6.53) reveals that the vi
- Page 140 and 141: 130¯c ¯± B A¯Equation (6.64) re
- Page 142 and 143: 13221.51Mode 1Mode 2Mode 3Imaginary
- Page 144 and 145: Y134-0.4-0.5-0.6-0.7Point APoint BM
- Page 146 and 147: 13676δ ΑB543Mode 1Mode 2Mode 3210
- Page 148 and 149: 138where A and B are any points on
- Page 150 and 151: 140where^W A = K^T A^W B = K^T BEqu
- Page 152 and 153: 142where c = p ¤ =p. Equation (6.9
- Page 154 and 155: 1442z 0-2420x-2-4420y-2-4Figure 6.1
- Page 156 and 157: 146Equation (6.106) shows that the
- Page 158 and 159: 1486.2.4 Overdamped ModesThe eigenv
- Page 160 and 161: 150where ¸j and X j are respective
- Page 162 and 163: 152Equations (6.131) reveal that ^w
- Page 164 and 165: 154Hence the orthogonality conditio
- Page 166 and 167: 156If ~ f R and ~ f I are linearly
- Page 170 and 171: 160(S) to coalesce, for the centers
- Page 172 and 173: 162As before, all three ~r i = ~0 w
- Page 174 and 175: 164The previous Theorem proved that
- Page 176 and 177: 166Proof.From Theorem 49, the eigen
- Page 178 and 179: 168the eigenwrenches with respect t
- Page 180 and 181: 170eigentwists of the damping matri
- Page 182 and 183: 172Equation (7.53) shows that the e
- Page 184 and 185: 174and inertia matrices to intersec
- Page 186 and 187: 176In Chapter 4, the occurrence of
- Page 188 and 189: 178APPENDIXA. Proof of Critically D
- Page 190 and 191: 180where S is a non-singular matrix
- Page 192 and 193: 182Equation (A.3) can be written as
- Page 194 and 195: 184REFERENCES[1] Anton, H., 1984, E
- Page 196 and 197: 186[35] Patterson, T. and Lipkin, H