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

                              48   Chapter Two


                                                 k t



                                                              M x ,  x

                              Figure 2.3 Lumped-parameter torsional stiffness model.



                                                             F z , u z

                                             k l,y



                              Figure 2.4 Lumped-parameter direct linear bending stiffness for a microcantilever.


                                                   k r,y








                                                   M y ,  y
                              Figure 2.5 Lumped-parameter direct rotary bending stiffness for a microcantilever.

                              indicates a moment-rotation relationship. Its physical representation is
                              a torsional (spiral) spring, similar to the one used to model torsion.
                                Eventually, the cross stiffness k  is pictured in Fig. 2.6, which sug-
                                                              c
                              gests either a moment-deflection relationship or a force-rotation one.
                              The former interaction can be modeled by a moment that is applied to
                              the eccentric in Fig. 2.6 and will act upon the endpoint by deforming
                              (deflecting) the microcantilever linearly.
                                Lumped-parameter stiffnesses can be determined in two different
                              manners: either by following a direct approach or by first determining
                              the compliances, which are the stiffness inverses (in either strictly alge-
                              braic sense–for axial and torsional loading–or in a matrix sense–for
                              bending), as shown in the following.


                              Direct stiffness approach. The direct approach of  determining stiff-
                              nesses  usually employs  energy methods, such as Castigliano’s first





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