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                                    Basic Members: Lumped- and Distributed-Parameter Modeling and Design

                              50   Chapter Two
                              The axial distribution function is determined by considering it as a
                              first-degree polynomial (with two unknown coefficients), which has to
                              satisfy the following boundary conditions that apply to the fixed-free
                              member of Fig. 2.1:
                                                 u (0) = u x  u (l) =0                    (2.7)
                                                  x
                                                              x
                              It follows that

                                                               x
                                                     f (x) =1—                            (2.8)
                                                      a        l
                              The axial stiffness is found by combining Eqs. (2.3) through (2.6) as
                                                      l     df (x) 2
                                                a ฒ
                                               k = E   A(x)   a     dx                    (2.9)
                                                     0        dx
                                A similar procedure is applied to torsion, where the strain energy is

                                                    2
                                                 l  M (x)     l     dș (x) 2
                                             1
                                                                      x
                                                    t
                                                           2ฒ
                                       U =  2Gฒ    I (x)  =  G  I (x)  dx   dx           (2.10)
                                                               t
                                         t
                                                0  t         0
                              In Eq. (2.10), M t (x) is the torsional moment, I t (x) is the torsional moment
                              of inertia, ș (x) is the angular deformation, and G is the shear modulus
                                        x
                              of elasticity. The differential equation expressing the static equilibrium
                              in torsion is
                                                    2
                                                   d ș (x)I (x)  =0                      (2.11)
                                                           t
                                                       x
                                                       dx 2
                              The torsion angle at an abscissa x is expressed in terms of the torsion
                              angle at the free end by means of a distribution function f (x) as
                                                                                   t
                                                    ș (x) = f (x)ș                       (2.12)
                                                     x      t   x
                              By combining Eqs. (2.3) and (2.10) through (2.12), the torsional stiffness
                              is
                                                      l     df (x) 2
                                                t ฒ
                                               k = G   I (x)  t     dx                   (2.13)
                                                        t
                                                     0        dx
                              It can be shown that the torsion distribution function is identical to the
                              axial one [Eq. (2.8)]. Later in this chapter, inertia fractions are derived
                              that correspond to axial or torsional free vibrations.  These inertia





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