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10                    Finite Element Modeling and Simulation with ANSYS Workbench



            1.2.4  Solution Verification
            It is very important in FEA to verify the results you obtained through either hand calcula-
            tions or analytical solutions in the literature. The following is a list of items to check based
            on common sense or intuition, or analytical solutions if they are available.

              •  Deformed shape of the structure
              •  Equilibrium of the external forces (Reaction forces should balance with the applied
                 loads.)
              •  Order of magnitudes of the obtained values

              Notes about the Spring Elements:

              •  Spring elements are only suitable for stiffness analysis.
              •  They are not suitable for stress analysis of the spring itself.
              •  There are spring elements with stiffness in the lateral direction, spring elements
                 for torsion, and so on.


            1.2.5  Example Problems
                 EXAMPLE 1.1


                                        k 1      k 2  P  k 3
                                                                  x
                                      1      2       3     4


                  Given: For the spring system shown above,

                               k 1 = 100 N/mm,   k 2 = 200 N/mm,   k 3 = 100 N/mm
                                        u =
                               P = 500 N,   1  u 4 =  0
                  Find:
                   a.  The global stiffness matrix
                   b.  Displacements of nodes 2 and 3
                   c.  The reaction forces at nodes 1 and 4
                   d.  The force in the spring 2
                 Solution
                   a. The element stiffness matrices are (make sure to put proper unit after each
                     number)
                                              100  − 100
                                        k 1 =   −       (N/mm )
                                              100  100  

                                              200  − 200
                                        k 2 =           (N/mm )
                                             − 200  200  
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