Page 62 - Finite Element Analysis with ANSYS Workbench
P. 62

3.3 Academic Example                                       53



                                        in  the Details of  “Force”  window.    Click  Apply  button,
                                        and  input  X  Component as  500  and  hit  Enter,  Y
                                        component as -2500 and hit Enter.  Note that, mesh can be
                                        shown by clicking the Show Mesh icon on the upper menu
                                        bar.
                                      It is noted that these beam elements are connected as fixed
                                        joints.  This can be verified by clicking the Tools button on
                                        the  top  menu.    Select  Options…  and  follow  by
                                        Connections.  The right-hand-side of the Fixed Joints item
                                        must be Yes.
                                      The problem is now ready to solve for solution.  Right click
                                        the  Solution  item  and  under  Static  Structural  and  select
                                        the Solve tab.
                                      Click the Solution item, the Deformation tab will appear
                                        on the lower menu bar.  Click on this Deformation tab and
                                        Select the Total option, the Total  Deformation item will
                                        pop-up beneath the Solution item.






















                                      Right click  on  Solution, select Insert, select  Beam  Tool,
                                        and Beam Tool.  The Beam Tool will pop-up beneath the
                                        Solution item.
                                      Right click on Solution and select Solve, the program will
                                        start to solve the model.
   57   58   59   60   61   62   63   64   65   66   67