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The Crystal Lattice System
                             stiffnesses are taken to be  f =
                             neighbor bonds.           0.6   times the stiffnesses of the nearest
                                                                                a
                                                                            8   4  7


                                                                         a
                Figure 2.21. Model for a 2D mon-                             5   1  3
                atomic square lattice. The atom
                                                                            9   2   6
                numbers are markers for the deri-
                vation of the equations of motion.



                             Following the discussion for the linear lattices, we formulate the equa-
                             tions of motion as

                                              2          n  2
                                                ∂U
                                                                             ,
                                    mu˙˙  =  – ∑  ---------- =  – ∑ ∑  D  u  , α =  12  ,
                                       αi       ∂u              αβij  βj
                                            β =  1  βi  j =  1 β =  1
                                                      ,,
                                                           ,
                                                 i =  12 … n                      (2.63)
                             where the dynamical matrix  D αβij   represents the stiffness of the bond
                             between atom sites   and   and between the directions  α   and  . The
                                                                                 β
                                             i
                                                   j
                             current model has a nine-atom 2D interaction, for which we can use an
                             18 ×  18  stiffness matrix. The nonzero unique elements of the matrix are
                                                                        E
                                    d =  D     =  D   =  D   =  D    =  – ---    (2.64a)
                                     1     1115   2214    1113   2212
                                                                        a
                                                                        fE
                                    d =  D    =  D   =  D    =  D   =  – ------  (2.64b)
                                     2    1119    2218   1117    2216
                                                                        a
                             Equation (2.63) thus becomes

                                   E                        fE
                             mu ˙˙ =  --- 4u –(  1  u –  u –  u –  u ) +  ------ 4u –(  1  u –  u –  u –  u )  (2.65)
                                1
                                                                                8
                                                                         6
                                                                            7
                                                3
                                            5
                                                    2
                                                                     9
                                                        4
                                    a                       a
                             We make an harmonic ansatz for the atom displacement of the form
                72           Semiconductors for Micro and Nanosystem Technology
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