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@auh16102 :
I like this idea of building a failure criteria using buckling. Nice work so far. One fundamental question:
what happens if the column is very wide e.g. aspect ratio <1 (height/diameter)? Many failure methods will check both uniaxial stress and buckling load. Then, you can compare which one happens first.
Some missing pieces for this work:
An engineering diagram with a free body diagram
Equations used with references
Example use cases with inputs and outputs -> How do you use this code?
These would typically go or have a link in the README.
The text was updated successfully, but these errors were encountered:
@auh16102 :
I like this idea of building a failure criteria using buckling. Nice work so far. One fundamental question:
what happens if the column is very wide e.g. aspect ratio <1 (height/diameter)?
Many failure methods will check both uniaxial stress and buckling load. Then, you can compare which one happens first.
Some missing pieces for this work:
These would typically go or have a link in the README.
The text was updated successfully, but these errors were encountered: