Page 118 - Fundamentals of The Finite Element Method for Heat and Fluid Flow
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STEADY STATE HEAT CONDUCTION IN ONE DIMENSION
                        110
                           In the case of a finite element formulation, we have to account for the heat generation
                        in the forcing vector such that

                                                   T           N i        GAL 1
                                       {f} e =  G[N] d
 =   G      A dx =                   (4.34)
                                             
             l   N j         2   1
                           The heat generated is distributed equally between the two nodes ‘i’ and ‘j’. In all
                        linear elements, we observe that the heat generated, or any other type of load, is equally
                        distributed among the participating nodes.
                           Because of the symmetry of the problem, it is sufficient in this case if we take only
                        one half of the domain.
                        Example 4.2.2 Determine the temperature distribution in a plane wall of thickness 60 mm,
                                                               3
                        which has an internal heat source of 0.3 MW /m and the thermal conductivity of the mate-
                                                                                  ◦
                                   ◦
                        rial is 21 W/m C. Assume that the surface temperature of the wall is 40 C.
                           Because of symmetry, we may consider only one half of the plane wall as shown in
                        Figure 4.7. Let us consider four elements, each of length 7.5 mm. Let the cross-sectional
                                              2
                        area for heat flow, A = 1m .
                           The element stiffness matrix is
                                                  kA     1 −1       2800 −2800
                                           [K] e =           =                              (4.35)
                                                  L  −1   1     −2800   2800
                        which is identical for every element and

                                                       GAL 1      1125
                                                 {f} e =       =                            (4.36)
                                                        2   1     1125
                        which also is identical for all elements. Assembly gives
                                                                               
                                      2800 −2800    0.0    0.0   0.0
                                                                       T 1   1125 
                                                                                 
                                     −2800   5600  5600    0.0   0.0             
                                                                               
                                                                      T 2   2250
                                                                    
                                       0.0 −2800   5600 −2800    0.0            2250        (4.37)
                                                                      T 3  =
                                                                               
                                                                       
                                      0.0    0.0 −2800   5600 −2800 T 4         
                                                                              2250
                                                                                 
                                       0.0    0.0   0.0 −2800    2800        1125 
                                                                        T 5
                                                                30 mm
                                                             1  2  3  4
                                                            12   3  45



                                                                  x
                                                           x = 0
                                            Figure 4.7 Finite element discretization
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