Page 708 - 02. Subyek Computer Aided Design - Beginner’s Guide to SOLIDWORKS 2019- Level 1 by Alejandro Reyes
P. 708

Analysis:  SimulationXpress









                                                                       When the solver is finished  with  the calculations,  we see an  animation of


                                                      the deformed model.





























































                                                      34.13. - The model deforms as we expected in


                                                      the direction of the force, so we can proceed to


                                                      view the results.  If the model had not deformed


                                                      as  expected,  we  would  have  to  go  back  to                                                                                              No, return to                         ds/Fixtures


                                                      modify  the  fixtures  and/or  loads  to  make  the


                                                      necessary  corrections.  Select  "Yes,  continue"                                                                                   Results



                                                      to view the analysis  results.  Select "Show Von


                                                      Misses  Stress"  to  view  the  resulting  stresses


                                                      calculated  using the von Mises method,  which



                                                      is the most commonly used criteria for isotropic
                                                                                                                                                                                                    Show displacement
                                                      materials  (materials  with  the  same  physical


                                                      properties  in  all  directions;  metals  are  mostly


                                                      isotropic). The deformation is exaggerated for visual clarity (in this case 13 times).






                                                       ~.                                                    odel name:Connecting Rod_Analysis
                                                                                                           Study name:SimulationXpress Study[-Default-)
                                                      qt SimulationXpress Study (·Default-)                Plot type: Static nodal stress Stress                                                                       1  Fixtures                                  ~
                                                                                                           Deformation scale: 13.4769                                                                                  2  Loads                                     ~
                                                                Connecting Rod_Analysis ( -707S-T6
                                                                                                                                                                                                                       3  Material                                  y?
                                                       ...  ~ Fixtures
                                                                                                                                                                                                                       4  Run                                       ~
                                                               rC Fixed-1                                                                                                                                              5 Results                                    y?
                                                       ...  !! External Loads

                                                                .!. Force-1  (:Per item: -2SOO lbf:)
                                                       •  ~ Results                                                                                                                                                   Results


                                                                                                                                                                                                                      ~ Show von Mises stress



                                                                                                                                                                                                                      ~ Show displacement


                                                                                                                                                                                                                      ~ Show where factor of safety I

                                                                                                                                                                                                                      ..,. (FOS) is below:                1




                                                                                                       0                                                                                                              Based on the specified parameters, the lowest
                                                                                                                                                                                                                      factor of safety(FOS) found in your design is
                                                                                                                                                                                       2.414e+004                     1.01221


                                                                                                                                                                                       1.811 e+004
                                                                                                                                                                                                                      Use these controls to view the animation.
                                                                                                                                                                                       1.200e+004
                                                                                                                                                                                                                      ij Play animation
                                                                                                                                                                                       6.057e+003
                                                                                                                                                                                                                      iJ Stop animation
                                                                                                                                                                                       2.968e+001

                                                                                                                                                                           __., Yield strength: 7.324e+004
                                                                                                                                                                                                                      ~ Done viewing results



                                                                                                                                                                                                                      ~ Back                            ~ Start Over











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