Issues that FEA salesfolk may forget to mention.


After you have become familiar with a few stress analysis and FEA guidelines made available before attorneys constrained guidelines for engineers, there are a few other things to consider.
  • Why has the "need" for FEA engineers been so ... "severe,"
      since the 1980s, and before -- just as "crucial" as today in 2025?
  • Why have software "improvements" not solved these problems?
  • These "chapters" appear in sequence below, until enough are finished to re-org the page.
  • Even in a partially free market, how can a shortage exist? That makes the issue moot.
      Why work so hard to pretend a non-shortage is a "competency deficiency?"

There will be about a dozen concepts to detail, but time constraints for more important non-FEA research tend to delay putting them into this web site. Patience please. The "problem" is not going to be solved for another 40 years either.



The references are as follows:

The original work by professor Marie Comninou and her following applpication to crack tip stress analysi.
Similar re-entrant corner results from Professor Anderson

Show the results using photo-elastic paint illuminated by polarized light as well as removing physical concentrations using relief notches .