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246 Smart Technologies <strong>for</strong> Safety Engineering<br />

which, substituted into the simplified system of Equation (45) differentiated with respect to<br />

both variables, yield the two following linear systems:<br />

F ω 1<br />

⎡<br />

∂d<br />

⎢<br />

⎣<br />

0 ⎤<br />

K<br />

∂<br />

⎥<br />

ˆαL ⎥<br />

⎦ =<br />

∂φ 0 k<br />

∂ ˆαL<br />

−δLN MNMuM<br />

0<br />

<br />

, F ω 1<br />

⎡<br />

∂d<br />

⎢<br />

⎣<br />

0 ⎤<br />

K<br />

∂ ˆλl<br />

⎥<br />

⎦ =<br />

<br />

∂φ 0 k<br />

∂ ˆλl<br />

0<br />

−δliSiiεi<br />

These systems can be used to obtain the corresponding derivatives of the nonvanishing virtual<br />

distortions and, by Equations (44), of the response.<br />

6.4.3.2 Redistribution of Material<br />

In this case, the problem is to redistribute the material between the elements while preserving at<br />

the same time the damping characteristics of the structure. The damping coefficients are hence<br />

assumed to be constant, ˆαN = αN and ˆλi = λi, and the only variables are the cross-sectional<br />

areas Âl of the elements of the modified structure. Since the element masses and stiffnesses<br />

are modified, the damping-related virtual distortions also change, even though the damping<br />

coefficients remain constant. Consequently, all four virtual distortions are nonvanishing and<br />

the general <strong>for</strong>m of the system of Equation (43) is retained, besides the minor computational<br />

simplifications related to the fact that (αM)NM = αN MNM and (λS)ii = λiSii. The<br />

response of the modified structure can be computed by solving the general system and by<br />

substituting the resulting virtual distortions into Equations (42).<br />

As the first step of the corresponding sensitivity analysis, Equations (41) are differentiated<br />

with respect to the modified cross-sectional areas Âl of elements,<br />

∂MNM<br />

∂ Âl<br />

∂ (αM) NM<br />

∂ Âl<br />

= Ml<br />

NM<br />

,<br />

Al<br />

M<br />

= αN<br />

l<br />

NM<br />

Al<br />

,<br />

∂ (λS) ii<br />

∂ Âl<br />

∂Sii<br />

∂ Âl<br />

= δilλi Ei<br />

= δil Ei<br />

Differentiation of the original system of Equation (43) yields the following linear system:<br />

F ω<br />

⎡<br />

∂ f<br />

⎢<br />

⎣<br />

0 K<br />

∂ Âl<br />

∂d 0 K<br />

∂ Âl<br />

∂φ0 k<br />

∂ Âl<br />

∂ε0 ⎤<br />

⎡<br />

⎥<br />

2 ∂MNM<br />

ω u M<br />

⎥ ⎢<br />

⎥ ⎢ ∂ Âl<br />

⎥ ⎢<br />

⎥ ⎢<br />

⎥ ⎢ −iω<br />

⎥ = ⎢<br />

⎥ ⎢<br />

⎥ ⎢<br />

⎥ ⎢<br />

⎥ ⎣<br />

⎦<br />

k<br />

∂ (αM) NM<br />

u M<br />

∂ Âl<br />

−iω ∂ (λS) ⎤<br />

⎥<br />

ii ⎥<br />

εi ⎥<br />

∂<br />

⎥<br />

Âl ⎦<br />

∂ Âl<br />

− ∂Sii<br />

εi<br />

∂ Âl<br />

After substitution of Equations (46), this system can be used to obtain the derivatives of all<br />

virtual distortions and, by Equations (44), the derivatives of the response.<br />

<br />

(46)

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