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

                                 Basic Members: Lumped- and Distributed-Parameter Modeling and Design  47

                                                          k a






                                                   F x , u x
                              Figure 2.2 Lumped-parameter axial stiffness model.


                              2.2 Lumped-Parameter Modeling and Design
                              The largest  segment  of this chapter is  dedicated to presenting the
                              lumped-parameter technique applied to line members which can model
                              microcantilevers, microhinges, or microbridges. This method furnishes
                              fractions for both stiffness and inertia which can be used together to
                              calculate the resonant frequency corresponding to a relevant degree of
                              freedom.


                              2.2.1  Lumped-parameter stiffnesses and
                              compliances
                              To find a lumped-parameter stiffness k  which is associated with bending,
                                                                 i
                               axial loading, or torsion means to determine a relationship of the type
                                                       L = k d                            (2.2)
                                                        i
                                                            i i
                              where the load L  is either a force (F , F , or F ) or a moment (M , M ,
                                                                   y
                                                                                          x
                                                                         z
                                                                x
                                                                                             y
                                              i
                              or M ), whereas the displacement/deformation d  is either a linear quan-
                                  z
                                                                         i
                              tity (u , u , or u ) or an angular one (ș , ș , or ș ), as suggested in Fig. 2.1.
                                                                       z
                                                               x
                                           z
                                                                  y
                                   x
                                      y
                              The illustration of the generic Eq. (2.2) in the case of axial loading and
                              deformation is sketched in Fig. 2.2, where a force applied at the free end
                              about the longitudinal (x) direction of the fixed-free member produces
                              an elastic  deformation about  the  same  direction at that point.  This
                              elastic interaction can be modeled by a linear spring of stiffness k .
                                                                                          a
                                Similarly, a moment that is applied about the longitudinal (x) axis at
                              the free end will generate an angular deformation at that point, and
                              this interaction can be modeled by a torsional spring of stiffness k , as
                                                                                           t
                              illustrated in Fig. 2.3.
                                In bending (about the y axis, for instance), three types of stiffnesses
                              can be identified. The direct linear stiffness k , which is modeled by
                                                                         l
                              means  of a linear spring, as shown in  Fig. 2.4,  is based on a  force-
                              deflection relationship and is similar to the previously defined axial
                              stiffness. The direct rotary stiffness k  is illustrated in Fig. 2.5, and it
                                                                 r
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