Page 180 - Mechatronic Systems Modelling and Simulation with HDLs
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8.2  DEMONSTRATOR 5: CAPACITIVE PRESSURE SENSOR                     169


               ANSYS. Thus, as shown later in the simulation experiments, the mechanical
               behaviour cannot be distinguished from that simulated using ANSYS.


               Setting up the element matrices

               Now, the finite element to be formulated in a hardware description language should
               be parametrisable with regard to its dimensions and the associated material con-
               stants. Furthermore, the model should also be suitable for greater deflections. Both
               cases require that the element matrices must be constructed in the model of the
               finite elements. In this way the approach described here, see [333] and [33], differs
               significantly from the (later) work of Haase et al. [131] in which a system matrix of
               the mechanics constructed using a FE simulator is imported into a circuit simulator
               via a hardware description language.
                 The construction of the element matrices should be represented for an iso-
               parametric, rotationally symmetrical plane element, see also Bathe [19]. For this
               purpose a natural coordinate system is introduced for the element, which has the
               coordinates s and t, which each run from −1to +1 see Figure 8.5.
                 The first step is to approximate the coordinates of arbitrary points of the plane
               elements on the basis of the coordinates of the four nodes. To this end the form
               functions h i are introduced, which are formulated as follows in the natural reference
               system of the element:

                                    1
                                                          1
                               h 1 = (1 − s)(1 − t)  h 2 = (1 + s)(1 − t)
                                    4                     4
                                                          1
                                    1
                               h 3 = (1 + s)(1 + t)  h 4 = (1 − s)(1 + t)         (8.1)
                                    4                     4
               The fundamental property of these functions is that the h i becomes equal to 1 at
               node i and becomes equal to 0 at all other nodes.
                                Rotational            t
                                  axis                             3
                                                      t = 1
                                      4


                                                                   s = 1  s

                                       s = −1

                                                                     2
                                                         t = −1
                            y
                                           1

                                   x

                   Figure 8.5  Natural coordinate system for a rotationally symmetrical plane element
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