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146                                Chapter 8  Failure Analysis



                                (e)  Eigenvalue Buckling Part

                                    The  eigenvalue  buckling  analysis  can  be  now  performed.
                                     The  data  from  the  static  structural  analysis  (model,  mesh,
                                     solution,  etc.)  can  be  transferred  directly  to  the  buckling
                                     analysis.
                                    Drag  the  Eigenvalue  Buckling  icon  from  the  Analysis
                                     Systems  Toolbox  window and drop  it  on to the Solution
                                     cell  of  the  highlighted  Static  Structural in  the  Project
                                     Schematic window.
                                    Retype the name in the lower blue tab as the desired project
                                     name, e.g., Eigenvalue Buckling, and hit Enter.





















                                    Double click on Setup under Eigenvalue Buckling, a new
                                     window  of  Multiple  System  appears.    Right  click  on
                                     Solution under Eigenvalue Buckling and select Solve, the
                                     buckling analysis is now performed.
                                    Click  on  Solution  and  select  Total  Deformation  under
                                     Deformation tab.  Right click on Total Deformation and
                                     select  Evaluate  All  results,  the  fundamental  mode  shape
                                     will appear as shown in the figure with the computed Load
                                     Multiplier of 6727.2.
                                    Because the input force P is 1 N, this means the critical load
                                     is 6727.2 N.
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