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

                              68   Chapter Two





                                     400
                                                                   0.1
                              ω a,e  / ω t,e
                                        1
                                    0.0001
                                                                  β
                                               α
                                                           0.01
                                                       0.001
                              Figure 2.21 Axial-to-torsional resonant frequency ratio.

                              z         qz
                                                       θy
                                            Sz  + d Sz
                                   Sz                       normal to face

                                                          tangent to neutral axis
                                               My +  dMy
                                  My                          du z /dx
                                         dx
                                                           x
                              Figure 2.22 Portion of a short beam with external load and internal reactions.

                                resonant frequency is larger than the torsional one, by a factor of up to 400,
                                as pictured in Fig. 2.21.
                              Short microcantilevers.  For relatively short beams (where the length is
                              less than 5 times the largest cross-sectional dimension, as mentioned
                              previously), the tangent to the neutral axis is no longer perpendicular
                              to the face, as indicated in Fig. 2.22.
                                This is due to the fact that shearing effects become important for
                              short beams, and they produce an additional angular deformation ș  —
                                                                                            y
                              du z /dx, which is shown in the same figure. The equations describing the
                              combined effects of bending and shearing, according to the Timoshenko
                              model, are

                                                            dș (x)
                                                              y
                                                M (x) = EI y  dx
                                                  y
                                                                                         (2.72)
                                                       du (x)   țS (x)
                                                          z
                                                                  z
                                                ș (x) í      =
                                                  y      dx      AG
                              where ț is the coefficient accounting for the cross-sectional shape, which
                              is equal to ൣ for a rectangular shape. By taking into account that




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