Hello,
I am wondering if the 'inobjectivity' of the smeared concrete problem
has been 'solved'? I am using LUSAS Ver 13.1 and from my analysis it
appears that more crack will appear when the mesh is finer (obviously
the crack propagates at the Gauss points, so the more mesh, the more
cracks). What is the criteria for the most optimum number of mesh in
terms of smeared crack analysis?
Any help (on literature, suggestions etc) will be appreciated. Thanx!
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