MET 425 - FEA Applications II

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

HW-6:  prep for final project


The simulation specification for this analysis requires that the connection between the nozzle and the head be "detached."  In order to achieve this requirement, suppress the automatic contact region that is created between these bodies.

Run a static structural analysis to validate the model.  Use Uniform Temperature of 100 F, Reference Temperature of 100F, and the highest internal pressure load 2572 psi (applied to five inside edges) and highest blow-off load of 15277 lbf (applied to the top edge of the nozzle).  Use a small deflection, linear analysis for validation to hand calcs.

Confirm the model with hand calcs (before you waste time solving the long transient simulation on an incorrect model).

Determine an appropriate mesh to achieve acceptable mesh error in a model which may run for many loadsteps and substeps.

Turn in:

  1. A plot showing the mesh - document the no. of nodes and elements and the element type used.  
    [Hint: this model will be used later for an analysis with many load steps.  Keeping the mesh small, but accurate is important.  Try to keep no. of nodes < 10,000]
  2. An environment plot that shows ALL applied boundary conditions
  3. a plot showing the total deformation of the assembly
  4. a plot showing the highest equiv. stress on the part 
  5. any other plot(s) needed to justify the mesh error like SERR, deformed shape with SEPC, etc.  [SEPC < 5% IN EACH BODY]
  6. appropriate normal stress plots, scoped to specific bodies (or edges) - use a "Probe" placed far from known stress concentrations, to compare to hand calc results:
    1. hand calcs of the hoop stress in the spherical pressure vessel (thick-walled or thin-walled ?) compared to the proper FEA results plot
    2. hand calcs of the hoop stress in the nozzle (thick-walled or thin-walled ?) compared to the proper FEA results plot
    3. hand calcs of the axial stress in the nozzle (thick-walled or thin-walled ?) compared to the proper FEA results plot