Page 154 - Fundamentals of The Finite Element Method for Heat and Fluid Flow
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STEADY STATE HEAT CONDUCTION IN MULTI-DIMENSIONS
                        146
                           It is possible to approximately recover the two-dimensional plane problem by substi-
                        tuting a very large value for the radius r. In order to clarify the axisymmetric formulation,
                        an example problem is solved as follows.
                        Example 5.6.1 Calculate the stiffness matrix and loading vector for the axisymmetric ele-
                                                                                3
                        ment, shown in Figure 5.18, with heat generation of G = 1.2 W/cm . The heat transfer
                                                     2
                        coefficient on the side ij is 1.2 W/cm K and the ambient temperature is 30 C. The heat flux
                                                                                    ◦
                                                  2
                        on the side jk is equal to 1 W/cm . Assume the thermal conductivities k r = k z = 2 W/cm C.
                                                                                               ◦
                           The solution to this problem starts with the calculation of various terms in the stiffness
                        matrix (Equation 5.72).
                                                    b i = z j − z k =−2.0
                                                    b j = z k − z i = 2.0
                                                    b k = z i − z j = 0.0
                                                    c i = x k − x j =−5.0

                                                    c j = x i − x k =−5.0
                                                    c k = x j − x i = 10.0                  (5.75)
                                                                2
                           From Equation 5.63, the value of 2A is 20 cm . Similarly, r from Equation 5.73 is cal-
                        culated as being 20 cm (a reference axis at r = 0.0 is assumed). The coefficients used in the
                        stiffness matrix can also be calculated as
                                                   2πrk r  2πrk z
                                                         =       = 2π                       (5.76)
                                                     4A      4A
                           Similarly,
                                                       2πhl ij
                                                             = 2π                           (5.77)
                                                         12
                           Note that the length of the convective side l ij is calculated as

                                                          2
                                                                    2
                                            l ij =  (x i − x j ) + (y i − y j ) = 10 cm     (5.78)
                           Substituting into Equation 5.72 gives
                                                            99  61 −50
                                                                      
                                                [K] = 2π    61 119 −50                    (5.79)
                                                          −50 −50 100


                                                         k  (20, 12)



                                           i  (15, 10)                  j  (25, 10)

                                            Figure 5.18 An axisymmetric problem
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