Download Vibrations of Elastic Systems: With Applications to MEMS and by Edward B. Magrab PDF

By Edward B. Magrab

This paintings offers a unified method of the vibrations of elastic structures as utilized to MEMS units, mechanical parts, and civil constructions.

Applications comprise atomic strength microscopes, power harvesters, and carbon nanotubes and think about such complicating results as squeeze movie damping, viscous fluid loading, in-plane forces, and facts mass interactions with their elastic helps. those results are analyzed as unmarried degree-of-freedom types and as extra practical elastic buildings. The governing equations and boundary stipulations for beams, plates, and shells with inside and boundary attachments are derived by means of using variational calculus to an expression describing the power of the approach. the benefits of this procedure in regards to the new release of orthogonal features and the Rayleigh-Ritz procedure are proven.

A huge variety of graphs and tables are given to teach the influence of varied elements at the platforms’ traditional frequencies, mode shapes, and responses.

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130) in Eq. 147) Eq. 129). The coefficient k33 is less than one; therefore, where k33 is given by √ ke > 1 when k33 > 1 2. 149) where the superscript D refers to the open circuit quantity. To reduce the complexity of the results somewhat, it is assumed that the stiffness of the piezoelectric is much greater than that of the spring of the single degreeof-freedom system so that kK can be neglected. It is also assumed that the shunt impedance is infinite and that the stray impedance is zero; thus, Zp → ∞ and Zs = 0.

9186. 105) Consequently, when the damping is zero, the maximum dynamic voltage is 8% less than the maximum static voltage, but the maximum value of w has increased from 1/3 to 1/2. This maximum value of the displacement ratio is a function of the damping factor; as the damping factor decreases, the maximum permissible value of V decreases and the maximum permissible value of wmax increases. These ideas are depicted graphically in Fig. 13, where we have displayed Eqs. 104). It is noted that the long-time response of the case of critical damping, ζ = 1, roughly corresponds the static case.

1 of Chapter 4. 81) is plotted in Fig. 10. It seen that as Re increases, Real [ cir (ω)] → 1 and Imag [ cir (ω)] → 0; that is, damping effects diminish and Real(Γcir) -Im(Γcir) Real(Γcir), -Im(Γcir) 101 100 10−1 10−2 −1 10 100 101 102 Re Fig. 10 Real and imaginary parts of cir as a function of Re 103 104 105 28 2 Spring-Mass Systems the added mass term dominates: Ff → ma ω2 Xo ejω . We see from Eq. 82) that Re increases if either the frequency increases or the viscosity decreases; that is, the fluid becomes inviscid.

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