Page 200 - Fundamentals of The Finite Element Method for Heat and Fluid Flow
P. 200

CONVECTION HEAT TRANSFER
                        192
                        integration using the following formula:

                                                       b
                                                     a
                                                   N N d
 =      a!b!l                      (7.88)
                                                     i
                                                       j
                                                 
            (a + b + 1)!
                        and therefore derive the element matrices for all the terms in Equation 7.87. The term on
                        the left-hand side for a single element is
                                                                          φ    − φ 
                                                                            n+1   n  
                                         {φ n+1    n                      i       i 
                                                                                    
                                                                         
                                     T        }− {φ }         N i              t
                                  [N] [N]            d
 =          N i N j   n+1   n   d
                                 
             t           
  N j         φ    − φ 
                                                                          j
                                                                                   j 
                                                                                   
                                                                               t
                                                                           φ
                                                                            n+1   n  
                                                                           i   − φ 
                                                               N    N i N j     t   
                                                                 2                 i 
                                                        =        i    2      n+1   n   d
                                                           
  N j N i  N j   φ  − φ 
                                                                           j
                                                                                   j 
                                                                                    
                                                                                t
                                                                   φ
                                                                    n+1   n  
                                                                   i   − φ 
                                                                           i 
                                                           l 21        t    
                                                        =            n+1   n
                                                           6 12  φ     − φ 
                                                                   j
                                                                           j 
                                                                            
                                                                        t
                                                                {φ}
                                                        = [M e ]                            (7.89)
                                                                 t
                        where [M e ] is the mass matrix. For a single element, the mass matrix is given as

                                                            l 21
                                                     [M e ] =                               (7.90)
                                                            6 12
                           The above mass matrix for a single element will have to be utilized in an assembly
                        procedure for a fluid domain containing many elements. In Equation 7.89
                                                           φ   − φ 
                                                            n+1   n  
                                                           i
                                                    {φ}        t  i 
                                                                     
                                                        =    n+1                            (7.91)
                                                                   n
                                                     t     φ   − φ 
                                                           j
                                                                   j 
                                                                    
                                                                t
                           In a similar fashion, all other terms can be integrated; for example, the convection term
                        is given by
                                                                                   n
                                           ∂[N]                 N i      ∂N i ∂N j     φ i
                                                  n
                                  u 1  [N] T   {φ} d
 = u 1                         d
                                      
     ∂x 1            
  N j  ∂x 1  ∂x 1  φ j
                                                                       
                                                             l ∂N i l ∂N j
                                                                               n

                                                                         φ i
                                                      = u 1    2 ∂x 1 2 ∂x 1 
                                                            l ∂N i l ∂N j  
                                                                           φ j
                                                             2 ∂x 1 2 ∂x 1
                                                                        n

                                                         u 1 −11    φ i
                                                      =
                                                         2  −11     φ j
                                                               n
                                                      = [C e ]{φ}                           (7.92)
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