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Matlab code for damping identification using energy ... - CFD4Aircraft

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In the case of a relative dashpots connecting two degrees of freedom together (e.g degree-offreedom<br />

1 and 2, see figure 2), L i takes the <strong>for</strong>m<br />

⎛<br />

⎞<br />

1 −1 0 ··· 0<br />

−1 1 0 ··· 0<br />

L i =<br />

0 0 0 ··· 0<br />

(8)<br />

⎜<br />

⎝<br />

.<br />

. . . ..<br />

⎟<br />

0 ⎠<br />

0 0 0 0 0<br />

which allows the reduction of the number of parameters to identify from 4 to 1. If the<br />

<strong>damping</strong> between two consecutive degrees of freedom is assumed to be the same <strong>for</strong> all the<br />

different couples (figure 3) representing, <strong>for</strong> example, the material <strong>damping</strong> between identical<br />

Figure 3: Identical relative dashpots connecting consecutive DOFs<br />

elements or similar connections or joints between parts of the structure, L i can take the <strong>for</strong>m<br />

⎛<br />

⎞<br />

1 −1 0 ··· 0 0<br />

−1 2 −1 ··· 0 0<br />

0 −1 2 ··· 0 0<br />

L i =<br />

.<br />

⎜ . . . .. (9)<br />

−1 0<br />

⎟<br />

⎝ 0 0 0 −1 2 −1 ⎠<br />

0 0 0 0 −1 1<br />

reducing the number of non-zero unknowns, in a 10 degrees of freedom example, from 28 to<br />

1.<br />

Assuming p different possible configurations <strong>for</strong> the <strong>damping</strong> sources, the <strong>energy</strong> equation<br />

(5) can be arranged as<br />

c 1<br />

∫T<br />

0<br />

ẋ T L 1 ẋ dt + c 2<br />

∫T<br />

0<br />

ẋ T L 2 ẋ dt + ...+ c p<br />

∫T<br />

0<br />

ẋ T L p ẋ dt =<br />

∫ T<br />

0<br />

ẋ T g(t) dt (10)<br />

By exciting the structure with q excitations at different frequencies, different versions of<br />

eq. (10) are obtained and arranged in a matrix <strong>for</strong>m<br />

⎡<br />

⎤<br />

⎧<br />

⎫<br />

∫T 1<br />

∫T 1<br />

∫T 1<br />

ẋ T L 1 ẋ dt ... ẋ T L p ẋ dt<br />

⎧ ⎫ ẋ T g 1 (t) dt<br />

0<br />

0<br />

⎪⎨ c 1 ⎪⎬ ⎪⎨ 0<br />

⎪⎬<br />

. . .<br />

. =<br />

⎢ T<br />

⎣ ∫ q<br />

∫T q<br />

⎥ ⎪⎩ ⎪<br />

.<br />

(11)<br />

⎭<br />

⎦ c p ∫T q<br />

ẋ T L 1 ẋ dt ... ẋ T L p ẋ dt<br />

⎪⎩ ẋ T g q (t) dt ⎪⎭<br />

0<br />

0<br />

3<br />

0

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