Page 133 - Mechatronic Systems Modelling and Simulation with HDLs
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122                     6 MECHANICS IN HARDWARE DESCRIPTION LANGUAGES


               These four equations are differentiated once with respect to time and then rear-
               ranged to give:

                                  4         4
                                               1
                                                       ˙

                                    C ij ¨u ij +  u ij = i i  i = 1 ... 4        (6.40)
                                               L ij
                                 j=1        j=1
               The four degrees of freedom of the beam element u yk ,u yl ,r zk and r zl should now
               be represented by the potentials ϕ 1 ,ϕ 2 ,ϕ 3 and ϕ 4 , which for this reason are used
               here for the branch voltages u ij . The following is true:
                                                        (i  = j)
                                        u ij = ϕ i − ϕ j
                                                                                 (6.41)
                                        u ii = ϕ i
               Substituting into the above formula yields:
                                         1          1
                                                                ˙
                  C ii ¨ϕ i +  C ij ( ¨ϕ i − ¨ϕ j ) +  ϕ i +  (ϕ i − ϕ j ) = i i  i = 1 ... 4  (6.42)
                                         L ii      L ij
                         i =j                   i =j
               After rearranging this yields in vector notation:

                                             C ¨ϕ + Lϕ = ˙ ı                     (6.43)

               where:
                ¨ ϕ = [¨ϕ 1 , ¨ϕ 2 , ¨ϕ 3 , ¨ϕ 4 ] T

                ϕ = [ϕ 1 ,ϕ 2 ,ϕ 3 ,ϕ 4 ] T
                ˙ i = [˙ ı 1 , ˙ ı 2 , ˙ ı 3 , ˙ ı 4 ] T
                                                                             
                      C 11 + C 12 + C 13 + C 14  −C 12  −C 13        −C 14
                                                                             
                           −C 12    C 12 + C 22 + C 23 + C 24  −C 23  −C 24
                C =                                                          
                           −C 13         −C 23    C 13 + C 23 + C 33 + C 34  −C 34
                                                                             
                           −C 14         −C 24         −C 34    C 14 + C 24 + C 34 + C 44
                      1   1   1   1         1               1               1       
                         +   +   +         −               −               −
                      L 11  L 12  L 13  L 14  L 12          L 13            L 14
                              1       1    1   1   1         1               1
                                                                                    
                            −           +    +   +         −               −
                                                                                    
                L =         L 12     L 12  L 22  1  L 23  L 24  1  1  L 23 1  1  L 24  
                              1
                                                                             1
                                                                                    
                            −              −            +   +    +         −
                                                                                    
                             L 13            L 23     L 13  L 23  L 33  L 34  L 34
                              1              1               1        1   1   1    1
                            −              −               −            +   +   +
                             L 14            L 24           L 34     L 14  L 24  L 34  L 44
                                                    th
               Let us now return to the equations of the i mechanical, finite beam element:
                                           M i ¨ u i + K i u i = p i             (6.37)
               where
                                         u i = [u y0 , r z0 , u y1 , r z1 ] T
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