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Unit 29: Geodesics




          Corollary 1. The Riemann curvature tensor of any metric g on a surface is given by:   Notes

                                   R ijkl   K  g g  g g jk  .                 ...(11)
                                           ik
                                             il
                                                 i l
          Proof. Denote the right-hand side of (11) by S , and note that it satisfies (1). Thus, the same
                                                ijkl
          comment which follows Proposition 8 applies  and the only non-zero components of  S  are
                                                                                  ijkl
          determined by S 1212 :
                                      S 1212  = –S 2112  = S 2121  = –S 1221 .
          In view of (11), we have R 1212  = S 1212 , thus it follows that R  = S ijkl
                                                        ijkl
          In particular, we conclude that:

                            R(Z,W,X,Y) K  g(W,X)g(Z,Y) g(W,Y)g(Z,X) .          ...(12)
                                       
          29.3 The Second Variation of Arc length


          In this section, we study the additional condition  E (0) 0  necessary for a minimum. This leads
                                                   
                                                      
                                                   
          to the notion of Jacobi fields and conjugate points.
          Proposition 5. Let    :[a,b] U  be a geodesic parametrized by arc length on the Riemannian
          surface (U, g), and let  be a fixed-endpoint variation of  with generator Y. Then, we have:

                                     b     2       2       2
                               
                              E (0)        Y   K     Y    g   ,Y   dt,  ...(13)
                                    a   
          where K is the Gauss curvature of g.
          Before we prove this proposition, we offer a second proof of the first variation formula:

                                    
                                   E (0)    a b   g    ,Y  dt,             ...(14)
                                               
                                    
          which is more in spirit with our derivation of the second variation formula. First note that if 
                                                               
          is a fixed-endpoint variation of  with generator  = Y, and with    X,  then [X, Y] = 0. Here Y
          denotes the vector field  along  rather than  just along . Indeed, since  X = d (d/dt) and
          Y = d(d/ds), it follows, that for any smooth function f on U, we have

                                              d  d 
                                                ,
                                        [X,Y] f     dt ds  f   0.
                                                     
                                      ,
                                i
          In view of the symmetry     i kj  this implies:
                                jk
                                                      
                                        Y X   X Y [X,Y] 0.
                                                
          We can now calculate:
                                1             b            b
                         E (s)   2   Y   g(X,X)dt   a    g  Y X,X dt   a    g  X ,X dt
                          
                                                                Y
                          
                                 b d         b                     b
                                                                b
                                                                a 
                                a dt  g(Y,X)dt   a   g Y, X X dt   g(Y,X)   a   g Y, X X dt





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