Page 208 - Fundamentals of The Finite Element Method for Heat and Fluid Flow
P. 208

CONVECTION HEAT TRANSFER
                        200
                                               
                                                 N i
                                        t
                                                                        n
                                   + u 2
                                               
                                                   
                                        2    	  u 1 N j       ∂N i ∂N j ∂N k     {φ} d	n 2
                                                      ∂x 1
                                                           ∂x 1
                                                                ∂x 1
                                                 0
                                                  
                                        t        N i     ∂N i ∂N j ∂N k     n
                                   + u 2     u 2 N j                {φ} d	n 2
                                               
                                        2  	     0    ∂x 2  ∂x 2  ∂x 2
                                                                                      n
                                           
                                            u 1 (b i φ i + b j φ j + b k φ k ) + u 2 (c i φ i + c j φ j + c k φ k )
                                   u 1  t
                                 =          u 1 (b i φ i + b j φ j + b k φ k ) + u 2 (c i φ + c j φ j + c k φ k )    n 1
                                   2A 2 2
                                                                0
                                                                                         n
                                             
                                              u 1 (b i φ i + b j φ j + b k φ k ) + u 2 (c i φ i + c j φ j + c k φ k )
                                      u 2  t
                                   +          u 1 (b i φ i + b j φ j + b k φ k ) + u 2 (c i φ + c j φ j + c k φ k )    n 2
                                     2A 2 2
                                                                   0
                                                                                           (7.118)
                           The assembled equation for a two-dimensional analysis takes a form similar to the one-
                        dimensional Equation 7.102. Once again, the boundary terms from Equation 7.118 may be
                        neglected in the calculations.
                        7.5 Stability Conditions
                        The stability conditions for a given time discretization may be derived using a Von Neu-
                        mann or Fourier analysis for either the convection- or the convection–diffusion equations.
                        However, for more complicated equations such as the Navier–Stokes equations, the deriva-
                        tion of the stability limit is not straightforward. A detailed discussion on stability criteria is
                        not within the scope of this book and readers are asked to refer to the relevant text books
                        and papers for details (Hirsch 1989; Zienkiewicz and Codina 1995). A stability analysis
                        will give some idea about the time-step restrictions of any numerical scheme.
                           In general, for fluid dynamics problems, the time-step magnitude is controlled by two
                        wave speeds. The first one is due to the convection velocity and the second to the real
                        diffusion introduced by the equations. In the case of a convection–diffusion equation, the

                                           √
                                                            2
                                                                2
                        convection velocity is  u i u i ,which is  u + u =|u|. The diffusion velocity is 2k/h
                                                            1   2
                        where h is the local element size. The time-step restrictions are calculated as the ratio of
                        the local element size and the local wave speed. It is therefore correct to write that the
                        time step is calculated as
                                                     t = min( t c , t d )                  (7.119)
                        where  t c and  t d are the convection and diffusion time-step limits respectively, which
                        are
                                                               h
                                                         t c =
                                                              |u|
                                                              h 2
                                                         t d =                             (7.120)
                                                              2k
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