Page 198 - Fundamentals of The Finite Element Method for Heat and Fluid Flow
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                        we can write using a Taylor series expansion as follows:
                                                                           2
                                                                     2
                                                             n
                                                                    ∂ φ  x
                                         n          n     ∂φ  x 1   CONVECTION HEAT TRANSFER
                                                                           1
                                        φ | x 1 − x 1  = φ | x 1  −  +  2   − ···           (7.78)
                                                          ∂x 1  1!  ∂x   2!
                                                                       1
                           Similarly, the diffusion term is expanded as
                                                                                  n
                              ∂     ∂φ    n        ∂     ∂φ    n    ∂     ∂     ∂φ
                                  k      | x 1 − x 1  =  k    | x 1  −      k        x      (7.79)
                             ∂x     ∂x            ∂x 1  ∂x 1       ∂x 1  ∂x 1  ∂x 1
                               1     1
                           On substituting Equations 7.78 and 7.79 into Equation 7.77, we obtain (higher-order
                        terms being neglected) the following expression:
                                                               2
                                                                  2
                                     φ n+1  − φ n   x ∂φ  n   x ∂ φ n    ∂     ∂φ    n
                                               =−          +          +      k              (7.80)
                                          t         t ∂x 1   2 t ∂x 2   ∂x 1  ∂x 1
                                                                   1
                           In this case, all the terms are evaluated at the position x 1 , and not at two positions as
                        in Equation 7.77. If the flow velocity is u 1 , we can write  x = u 1  t. Substituting into
                        Equation 7.80, we obtain the semi-discrete form as
                                                                  2
                                      φ n+1  − φ n   ∂φ  n   2   t ∂ φ  n  ∂     ∂φ    n
                                               =−u 1      + u 1      +      k               (7.81)
                                          t          ∂x 1     2 ∂x 2    ∂x 1  ∂x 1
                                                                   1
                           By carrying out a Taylor series expansion (see Figure 7.8), the convection term reap-
                        pears in the equation along with an additional second-order term. This second-order term
                        acts as a smoothing operator that reduces the oscillations arising from the spatial discretiza-
                        tion of the convection terms. The equation is now ready for spatial approximation.
                           The following linear spatial approximation of the scalar variable φ in space is used to
                        approximate Equation 7.81:
                                                 φ = N i φ i + N j φ j = [N]{φ}             (7.82)
                        where [N] are the shape functions and subscripts i and j indicate the nodes of a linear
                        element as shown in Figure 7.9. On employing the Galerkin weighting to Equation 7.81,
                        we obtain
                                            φ n+1  − φ n             ∂φ    n
                                        [N] T         d
 +   [N] T  u 1    d
                                       
         t          
        ∂x 1
                                                                             n
                                                                            !
                                                                         2
                                                            t      T   2  ∂ φ
                                                         −      [N]   u 1      d
                                                            2  
        ∂x 1 2
                                                                  ∂     ∂φ
                                                         −   [N] T    k      d
 = 0         (7.83)
                                                            
    ∂x 1  ∂x 1

                                            i                               j
                                                            l



                                          Figure 7.9 One-dimensional linear element
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