Page 695 - 02. Subyek Computer Aided Design - Beginner’s Guide to SOLIDWORKS 2019- Level 1 by Alejandro Reyes
P. 695

Analysis: SimulationXpress









                                                                        This approach is enough for simple analyses, but to obtain a more accurate


                                                      and reliable solution, a more realistic simulation must be used that allows selective


                                                      displacement and rotation of element nodes.







                                                                        After we know how the model  is supported, we need to define the Loads


                                                      (forces)  that  act  upon  it.  A  limitation  of SimulationXpress  is  that  it  only  allows


                                                      Forces and  Pressures to be applied to model faces. We can define the Loads to



                                                      be normal to the face they are applied to or perpendicular to a reference plane.






                                                                        Another  limitation  of SimulationXpress  is  it can  only make  Linear Static


                                                      Stress Analysis. Stress is defined as the internal resistance of a body when it is



                                                      deformed and  is measured in  units of Force divided by Area.  For example, if we

                                                                                                            2
                                                      load a bar with a 1 in cross section area with a 1 Lb. load, we'll have a stress of 1

                                                                   2
                                                      Lb/in .  The  stress  depends  on  the  forces  and  the  geometry  regardless  of the


                                                      material  used.  The  material  properties will  make  a  difference as the  model  will


                                                      deform more or less.







                                                                        The  "Static"  part  means  the  model  is  immovable;  in  other  words,  the


                                                      restraints  will  not  let  the  model  move  when  the  loads  are  applied;  loads  and


                                                      restraints are in equilibrium, otherwise the analysis would be "Dynamic."







                                                                        The "Linear" part implies the deformation of the model is proportional to the


                                                      forces  applied;  twice  the  force,  twice  the  deformation.  These  deformations  are


                                                      generally small compared to the overall size of the part and occur in  the Elastic


                                                      region of the "Stress-Strain" curve of the material used. If we remove the force, the



                                                      model returns to its original shape like a spring.






                                                                        In  general  terms,  the  Yield


                                                      Stress is the point where the stress-                                                                                          Stress-Strain curve



                                                      strain  curve  is  no longer linear.  If a


                                                      material is stressed beyond the Yield                                                                                                                     Ultimate Stress
                                                                                                                                                          Stress
                                                      Stress  it  will                                be            permanently                                                                                             /
                                                                                                                                                                                         Yield Stress
                                                      deformed.  In this case, we will  have


                                                      Plastic  Deformation.  Thinking  of



                                                      the  spring,  if we  pull  the  spring  too


                                                      far,  it will be permanently deformed,
                                                                                                                                                                                       ..      - Elastic Limit                                       \
                                                      meaning  it  had  plastic deformation.                                                                                                                                        Breaking Stress


                                                      If  the  material's  yield  stress  is                                                                                                                                                       I
                                                                                                                                                                                                                                                   I

                                                      exceeded with  the  applied  loads,                                                                                                                                                          I
                                                                                                                                                                                                                                                   I

                                                      the  SimulationXpress  analysis                                                                                                                                                              I
                                                                                                                                                                                                                                                   I
                                                                                                                                                                                                                                                   I
                                                      results will be invalid.  If this is the                                                                                                                                                     I

                                                                                                                                                                                                                                                   I
                                                      case,  we  will  need  to  change  our                                                                                                                                                       I

                                                                                                                                                                                                                                                   I
                                                      design,  its  geometry,  the  loads
                                                                                                                                                                                      I

                                                      applied,  or  material  used  to  have                                                                           Elastic  I                                                                       Strain


                                                      stress  results  below  the  material's                                                                      Deformation        1               Plastic Deformation


                                                      yield stress.













                                                                                                                                                           711
   690   691   692   693   694   695   696   697   698   699   700