Page 114 - Mechanical design of microresonators _ modeling and applications
P. 114

0-07-145538-8_CH03_113_08/30/05



                                   Microhinges and Microcantilevers: Lumped-Parameter Modeling and Design

                               Microhinges and Microcantilevers: Lumped-Parameter Modeling and Design  113
                                                             1
                                                   k t,e  =  (1)  (2)                    (3.17)
                                                         C   + C
                                                          t     t
                              and, again, its equation reduces to Eq. (2.51) which defines a constant-
                              cross-section microcantilever in the case where l  = l  = l/2, w  = w 1
                                                                                         2
                                                                                2
                                                                            1
                              (constant), and t 1  = t 2 .
                                It is interesting to check whether a relationship exists between the
                              axial and torsional stiffnesses of a two-segment microcantilever in the
                              case  where  the two segments have identical  thicknesses  t 1  =  t 2  =  t.
                              Equation (3.15) can be rewritten as
                                                            Et
                                            k   =
                                             a,e   l 1          l 2                      (3.18)
                                                         1 ฒ
                                                 ฒ  dx w (x) +  dx w (x)
                                                                   /
                                                      /
                                                                     2
                                                  0            0
                              Similarly, Eq. (3.17) can be written in the form:
                                                           Gt 3
                                           k  =
                                            t,e     l 1         l 2                      (3.19)
                                                         1 ฒ
                                                                   /
                                                       /
                                                3  ฒ  dx w (x) +  dx w (x)
                                                                      2
                                                   0           0
                              Comparison of Eqs. (3.18) and (3.19) results in the following relation-
                              ship:
                                                          Gt 2
                                                    k   =     k                          (3.20)
                                                     t,e  3E   a,e
                              Equation (3.20) is actually identical to Eq. (2.85), which applied for sin-
                              gle-curve micocantilevers, as shown in Chap. 2. Equation (3.20) is not
                              valid when the two segments have identical widths w  = w  = w and
                                                                                     2
                                                                                1
                              different thicknesses; and as a consequence, the torsional stiffness will
                              be explicitly calculated for the designs having this particular feature.
                                The  lumped-parameter mechanical moment of inertia which cor-
                              responds to the free torsional vibrations of the serially compounded
                              microcantilever of Fig. 3.6 is

                                             {               2  2     2
                                           ȡ     l 1   (1)
                                     J   =    t 1ฒ w (x) ƒ (x)  w (x) + t  dx
                                      t,e  12   0  1   a        1     1
                                                                                         (3.21)
                                                    l +l 2
                                                     1
                                                                     2
                                                            (2)
                                              + t 2 ฒ  w (x) ƒ (x)  2  w (x) + t 2 2  dx }
                                                            a
                                                       2
                                                                     2
                                                   l
                                                   1
                           Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com)
                                      Copyright © 2004 The McGraw-Hill Companies. All rights reserved.
                                        Any use is subject to the Terms of Use as given at the website.
   109   110   111   112   113   114   115   116   117   118   119