Page 328 - Mechanical design of microresonators _ modeling and applications
P. 328

0-07-145538-8_CH06_327_08/30/05



                                         Microcantilever and Microbridge Systems for Mass Detection

                                          Microcantilever and Microbridge Systems for Mass Detection  327







                                     1.03                            0.1
                              ω b,0 / ω b
                                       1
                                       0 0
                                                                   f m

                                               c l          0
                                                           1 1
                              Figure 6.28  Bending resonant frequency ratio for a variable-cross-section microbridge in
                              terms of the nondimensional length parameter and mass fraction.

                              Conversely, the absolute frequency shift can be determined in the form:

                                                             1
                                         ǻȦ = 1–                        Ȧ                (6.76)
                                            b               4            b,0
                                                                   4
                                                     1+256c (1– c ) f m
                                                                  l
                                                            l
                                Example:  Study the quantity of deposited mass which can be detected res-
                                onantly by a paddle microbridge with step variable thickness, such as the
                                one pictured in Fig. 4.22, given the defining geometry and material param-
                                                                                             3
                                eters: l 1  = l 2  = 100 “m, w = 20 “m, t 1  = 0.2 “m, t 2  = 0.5 “m, ȡ = 2200 kg/m ,
                                and E = 160 GPa.
                                  By using the numerical data of this example in conjunction with Eq. (4.134)
                                giving the stiffness and Eq. (4.136) giving the effective mass, both associated
                                with the midpoint of a paddle microbridge with step variable thickness, it is
                                found that the effective mass of the original structure is m = 2.216 × 10 í12  kg
                                and the bending resonant frequency is Ȧ b,0 = 1.377 MHz. By using Eq. (6.75)
                                which yields the deposited mass in terms of structural properties and the
                                nondimensional properties, the plot of Fig. 6.29 has been drawn showing the
                                variation of the added mass with the parameters f Ȧ  and c l . It can be seen
                                that this microbridge design is capable of detecting masses on the order of
                                10 –14  kg (tens of femtograms) when the frequency shift ratio (the absolute
                                frequency shift to the original resonant frequency ratio) reaches values in the
                                vicinity of 0.0001. It has been assumed that the mass can attach anywhere
                                on the thickest middle portion.


                              6.5 Mass Detection by Means of Partially
                              Compliant, Partial-Inertia Microdevices

                              There are  microcantilever- and  microbridge-based designs  where
                              certain structural segments can be considered rigid, generally because
                              their dimensions (particularly thickness) are larger than those of other




                           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.
   323   324   325   326   327   328   329   330   331   332   333