Triangular thick plate stiffness matrix transformation

AI Thread Summary
The discussion centers on the use of a specific shape function, Ni = ai + bi*x + ci*y, for formulating the stiffness matrix of thick triangular plates. There is uncertainty about whether this stiffness matrix needs to be transformed into global coordinates, especially since the local edges of the triangle are consistently aligned with the global X-axis in the illustrations. The poster questions if this alignment is coincidental or if a transformation is necessary for accuracy. Additionally, they seek guidance on how to perform this transformation, particularly regarding the selection of a base point for rotation. Clarification on these points would enhance understanding of the stiffness matrix application in this context.
Ronankeating
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Hi community member,

Regarding the book that I'm reading original writer has used Ni = ai + bi*x + ci*y shape function for the formulation of stiffness matrix for thick triangular plates.

The writer has not mentioned in the article that the resulting stiffness matrix is required to be transformed to global coordinates. What arised my suspicion was, in the illustrations local 1-2 edge of triangle is always aligned to global X-axis. Is it coincidental or "must" to perform the transformation to that specific shape function?

If transformation is required at all to match the exact illustrations, how should be performed, I mean how to choose the base point for rotation, rotation around any arbitrary vertex will work ?


Best Regards,
 
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