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FEM: Meshing with triangles a plate (thin shell)

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celemin

Aerospace
Joined
May 31, 2003
Messages
7
Location
ES
Hello,

When the mesh of any part is done using plates (thin shell), is there any problem of meshing the plates using triangles?

I have done some calculations getting higher Von Mises stress when the mesh is done with triangles than if it is done using squares?

I would like to know if the Von Mises stress obtained when triangles have been used in the mesh are real or are values too conservatives.

Thanks in advance,

Esteban
 
Hi.

Using triangles ( I assume you use linear elements) would typical give a conservative value. These elements have a constant strain element formulation and are stiffer than a four-node ectangular element, and hence they should be avoided.
I might not be able to explain this but any textbook should clearify it.

T.
 
One can't say that triangles are "conservative"--they are overly-stiff. Overly-stiff means "less correct", but depending on the specific problem and design targets, this can translate to conservative or non-conservative.
Tobbe is correct in that first-order triangles should be avoided in favor of quadrilateral elements when possible.
Brad
 
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