Fall 2011, MET 425 - FEA Applications II

Prof. Dave Johnson, psuprofdj@psu.edu
Penn State - Erie, The Behrend College

HW-1B: plastic part





A plastics engineer needs to find the ultimate load that can be sustained by a product.  Deformation is not a concern.  The materials is Polyetheretherketones (PEEK), also referred to as polyketones.


Note: Frictionless Support (C) is equivalent to a Symmetry edge condition


Perform the analysis using ANSYS-Workbench. Specify mesh controls to produce mesh error < 5%

Turn in:

  1. an element plot showing your mesh. Report the number of elements and the number of nodes
  2. (environment) plot showing ALL constraints and loads
  3. the SX stress contour plot
  4. the vonMises stress contour plot
  5. the total deformation or UX deformation contour plot
  6. a display of the individual element error, SERR. Include the global error %, SEPC, as an annotation on your plot
  7. any other plots needed to illustrate the quality of the stress results with respect to mesh error issues
  8. Report the force that will cause stress to reach the allowable level
  9. Compute and compare the maximum stress SX determined by classical stress concentration formula
  10. Estimate of the axial deflection of the plate compared to the FEA model maximum deformation

ANSYS Workbench Environment (WBE): 

You may build the model in the ANSYS-WBE, Design Modeler (DM)

REMEMBER: 2D models are "surface bodies" and must lie on the XY plane

Move the solid model into ANSYS-WBE, Design Simulation (DS)