Topic: Calculation of Strain due to non-uniform shrinkage
Hi,
I have a rectangular concrete cross-section (it’s a 2D problem). The top of the cross-section is exposed to atmosphere and moisture in concrete can evaporate from this side. The other three sides are completely sealed (no moisture evaporation). I am trying to calculate strain in the concrete due to resulting non-uniform shrinkage.
Any suggestion what type of boundary conditions I can use in ATENA transport ?