Page 296 - Semiconductor For Micro- and Nanotechnology An Introduction For Engineers
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Inhomogeneities
                                         
                                       1  L     ∂w ξ t)   2  L   ∂θ ξ t)   2  
                                                                               
                                                   (
                                                                         ,
                                                                       (
                                                     ,
                                (
                                  ,
                                                          ξ
                                              ξ
                                                                  ξ
                                                                              ξ
                              T ∗ ξ t) =  2 ∫ ρ () -------------------- d + ∫ I () ------------------- d   (7.124)
                                       --- 
                                                
                                                                           
                                                        
                                                                   
                                                                m
                                            m
                                                                       ∂t
                                                   ∂t
                                                                               
                                         
                                           0                 0                
                             The proportionality constants of these two squared velocity terms reflect
                             the resistance of the beam to movement:
                                   ξ
                             • ρ () =   ρA   is the mass per unit length of the beam material and
                                 m
                               represents the sluggishness or linear inertia of the beam material to
                               being accelerated. The beam has a cross sectional area   and a volu-
                                                                            A
                                                ρ
                               metric mass density  ;
                                  ξ
                             • I () =  ρAi 2    is the second moment of mass or mass moment of
                                m         g
                               inertia of the beam material and represents the sluggishness or inertia
                               of the beam cross section to angular acceleration. The radius of gyra-
                               tion  i   represents that radius that would give the same moment of
                                    g
                               inertia, were all the mass of the cross section concentrated along a cir-
                               cular line. Again, since the geometry enters this term in a squared
                               sense, we can circumvent the constraints of material through prudent
                               geometrical design.
                             From the Hamilton principle (Box 2.3) for the variation of the action
                                                   t 2
                                                   ∫
                                                           d
                                            δA =  δ ( T ∗ –  V) t =  W           (7.125)
                                                   t 1
                             we obtain the two partial differential equations of motion [7.5]
                                                            (
                                    ∂         ∂θ        ∂w ξ t)      
                                                              ,
                                                                    (
                                                                     ,
                                    ------ E ξ()I ξ()------ +  k ξ() -------------------- –  θξ t)
                                    ∂ξ        ∂ξ   T     ∂ξ          
                                                                                (7.126a)
                                                        ,
                                                      (
                                                    ∂θ ξ t)
                                                  ξ
                                              – I ()------------------- =  0
                                                m
                                                      ∂t
                                    2
                                                      (
                                                        ,
                                   ∂ w ξ()  ∂      ∂w ξ t)      
                                                                        ,
                                                                       (
                                 ξ
                                                             (
                                                               ,
                              ρ ()----------------- –  ------ k ξ() -------------------- –  θξ t)   –  q ξ t) =  0  (7.126b)
                                           ∂ξ 
                                                   
                               m
                                               T
                                      2
                                    ∂ξ                ∂ξ
                             Semiconductors for Micro and Nanosystem Technology    293
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