Page 297 - Semiconductor For Micro- and Nanotechnology An Introduction For Engineers
P. 297

Interacting Subsystems
                             Equation (7.126a) is subject to either:
                             • a Dirichlet boundary condition where δθ =  0  , i.e., the bending angle
                               is fixed at either end of the segment;
                             • a Neumann boundary condition with an applied moment so that the
                               angular gradient of bending at either end of the segment becomes
                                  ⁄
                                           ⁄
                                ∂θ ∂ξ =  M ( EI)   for an applied concentrated moment M  .
                             Similarly, (7.126b) is subject to either of:
                             • a Dirichlet boundary condition where δw =  0  , i.e., the deflection is
                               fixed at either end of the segment;

                             • a Neumann boundary condition with an applied moment so that the
                               net deflection gradient at either end of the segment becomes
                                   ⁄
                                ∂w ∂ξ –  θ =  Qk ⁄   for a concentrated force Q  .
                                               T
                             When the beam cross section is uniform, then the geometrical and mate-
                             rial quantities  ,  , I  , k   and ρ   become independent of the coordi-
                                        EI
                                               m  T      m
                                 ξ
                                                                          θ
                             nate   along the beam. Eliminating the bending angle   from (7.126a)
                                                 w
                             and (7.126b) in favour of   (by taking the derivative of the first equation
                                  ξ
                             w.r.t.  , using the second to define  , and assuming that  k ≈  1  ), we
                                                           θ
                                                                              T
                             obtain the classical Timoshenko beam expression
                                                4
                                                           2
                                               ∂ w ξ t,(  )  ∂ w ξ t,(  )
                                            EI---------------------- +  ρ----------------------
                                                              2
                                                   4
                                                 ∂ξ         ∂t
                                                                                 (7.127)
                                                               4
                                                 4
                                         EIρ m  ∂ w ξ t,(  )  I ρ ∂ w ξ t,(  )
                                                           m m
                                    –  I +  ------------- ---------------------- +  ---------------------------------- =  0
                                       m   k     2  2    k      4
                                             T   ∂ξ ∂t      T    ∂t
                             We     take    a     harmonic     displacement   assumption
                              (
                                ,
                                             (
                             w ξ t) =  w exp [ ikξωt)]   which will be correct for the vibrational
                                                –
                                       0
                             modes. The geometrical mode factor  w 0   remains undetermined for the
                             following calculation. In general we can then write that
                                               (
                                                 ,
                                         ∂ ( a +  b) w ξ t)  ( a +  b) a  b
                                                                 (
                                                                   ,
                                         -------------------------------- =  i  k ω w ξ t)  (7.128)
                                             a
                                                b
                                           ∂ξ ∂t
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