Page 75 - Basic Structured Grid Generation
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64  Basic Structured Grid Generation

                                                                   α
                                                             α
                        or, in terms of the surface tangent vector λ = du /ds where the normal section cuts
                        the surface,
                                                               α β
                                                  (b αβ − κ N a αβ )λ λ = 0,              (3.105)
                        that is,
                                                                                 2

                                                         dv                  dv
                            (b 11 − κ N a 11 ) + 2(b 12 − κ N a 12 )  + (b 22 − κ N a 22 )  = 0,  (3.106)
                                                         du                  du
                                                1
                                                   2
                        writing (u, v) instead of (u ,u ). We may look for stationary values of κ N as the
                        directional parameter dv/du varies (or as the plane of the normal section at P is rotated
                        about the normal N). Differentiation of eqn (3.106) with respect to this parameter,
                        assuming that κ N is stationary, gives

                                                                      dv
                                          (b 12 − κ N a 12 ) + (b 22 − κ N a 22 )  = 0,
                                                                      du
                        and it follows, substituting this result in eqn (3.106), that we also have

                                                                      dv
                                          (b 11 − κ N a 11 ) + (b 12 − κ N a 12 )  = 0.
                                                                      du
                          The last two equations may be summarized in the form
                                                           β
                                              (b αβ − κ N a αβ )λ = 0,  α = 1, 2.         (3.107)
                                                                                               α
                          This is a set of two homogeneous linear equations in the unknown quantities λ ,
                        with non-trivial solutions if κ N satisfies the quadratic equation
                                                   det(b αβ − κ N a αβ ) = 0,             (3.108)
                        which may be expressed as
                                                                       2
                             0 = (b 11 − κ N a 11 )(b 22 − κ N a 22 ) − (b 12 − κ N a 12 )
                                           2                                 2          2
                               = (b 11 b 22 − b ) − κ N (a 11 b 22 + a 22 b 11 − 2a 12 b 12 ) + κ (a 11 a 22 − a ).
                                           12
                                                                             N
                                                                                        12
                          Using eqns (3.24) and (3.30), we obtain
                                                                                  2
                                                                        12
                                                               11
                                                       22
                                     0 = det(b αβ ) − aκ N (a b 22 + a b 11 + 2a b 12 ) + aκ .
                                                                                  N
                          In other words, the stationary curvatures are the roots of the quadratic equation
                                                              1
                                               2    αβ
                                              κ − a b αβ κ N +  det(b αβ ) = 0.           (3.109)
                                               N
                                                              a
                          The roots must give the maximum and minimum values of κ N :

                                           1  αβ        1        2  1
                                                                               2
                                                          αβ
                                 κ max,min =  a b αβ ±   a b αβ   −  (b 11 b 22 − b ).    (3.110)
                                                                               12
                                           2            2           a
                          These are called the principal curvatures of the surface at P. We can also define the
                        mean curvature of the surface
                                                   1
                                                                   1 αβ
                                              κ m = (κ max + κ min ) = a b αβ ,           (3.111)
                                                   2               2
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