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Design optimization   •   187
                      5.2.5.4  Restarting an optimization Analysis


                      To restart an optimization analysis, simply resume the optimization data-
                      base file (Jobname.OPT):
                      Command(s): OPRESU
                           GUI: Main Menu> Design Opt> Opt Database> Resume
                          Once the data is read in, you can respecify optimization type, con-
                      trols, and so on, and initiate looping. (The analysis file corresponding to
                      the resumed database must be available in order to perform optimization.)
                      To initiate looping:
                      Command(s): OPEXE
                                    GUI: Main Menu> Design Opt> Run
                          You can use (Main Menu> Design Opt> Opt Database> Resume)
                      in an interactive session to resume optimization data. If there is data in
                      the optimization  database at the  time you want  to resume,  you  should
                      first clear the optimization database. To clear the optimization database:
                      Command(s): OPCLR
                         GUI: Main Menu> Design Opt> Opt Database> Clear & Reset
                          Since the ANSYS database is not affected by the OPCLR command,
                      it may also be necessary to  clear  the ANSYS  database  if  the  resumed
                      optimization problem is totally independent of the previous one. To clear
                      the ANSYS database:
                      Command(s): /CLEAR
                                GUI: Utility Menu> File> Clear & Start New


                      5.2.6  SAMPLe oPTiMizATion AnALySiS

                      In the following example, you will perform an optimization analysis of a
                      hexagonal steel plate using the GUI for the analysis.
                          Problem Description: You will build a parametric model of a hexagonal
                      steel plate, using thickness t  and fillet radius fil as the parameters. All other dimen-
                                          1
                      sions are fixed. This example uses a 2-D model and takes advantage of symmetry.
                          Problem Specifications: The loading for this example is tensile pres-
                      sure (traction) of 100 MPa at the three flat faces.
                          The following material properties are used for this analysis:  Thickness
                      = 10 mm
                          Young’s modulus (E) = 2.07e5 MPa
                          Poisson’s ratio (υ) = 0.3

                        1.  Test analysis file
                           To test the analysis file, you clear the database and then read input
                           from the hexplate.lgw file.
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