Page 28 - Finite Element Modeling and Simulations with ANSYS Workbench
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Introduction                                                                 13



                  Then we write the element stiffness matrix for each element


                                                 u 4   u 2
                                                  k 1  − k 1
                                             1 k =        ,
                                                 −  k 1  k 1 
                                                 u 2   u 3
                                                  k 2  − k 2 
                                             2 k =       ,
                                                 −  k 2  k 2 
                                                 u 3   u 5
                                                        k
                                                  k 3  −k 3 
                                             3 k =       ,
                                                 −  k 3  k 3 
                                                 u 2   u 1
                                                  k 4  − k 4 
                                            k 4 =   −   
                                                  k 4  k 4 

                  Finally, applying the superposition method, we obtain the global stiffness matrix as
                 follows:


                                      u 1     u 2      u 3    u 4  u 5
                                      k 4   − k 4      0     0     0 
                                                                    
                                     −  k 4  k 1 +  k 2 +  k 4  −  k 2  − k 1  0  
                                 K =   0    −  k 2   k 2 +  k 3  0  − 
                                                                    k 3
                                                                    
                                      0     −  k 1     0     k 1   0 0  
                                      0      0        −k     0    k  
                                                        3          3 
                  The matrix is symmetric, banded, but singular, as it should be.
                  After introducing the basic concepts, the section below introduces you to one of the
                 general-purpose finite element software tools—ANSYS Workbench.






            1.3  Overview of ANSYS Workbench
            ANSYS Workbench is a simulation platform that enables users to model and solve a wide
            range of engineering problems using the FEA. It provides access to the ANSYS family
            of design and analysis modules in an integrated simulation environment. This section
            gives a brief overview of the different elements in the ANSYS Workbench simulation envi-
            ronment or the graphical-user interface (GUI). Readers are referred to ANSYS Workbench
            user’s guide [2] for more detailed information.

            1.3.1  The User Interface

            The Workbench interface is composed primarily of a Toolbox region and a Project Schematic
            region (Figure 1.8). The main use of the two regions is described next.
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