Hello researchers,
I am trying to verify a box problem (90x90x55m) which is solved in ANSYS AQWA line manual but using workbench platform. Though my values on the principal diagonal of stiffness matrix match exactly the off-diagonals won't mesh. Also I don't understand how to mesh exactly as it is mentioned in the manual as I am using ANSYS AQWA using workbench platform. I am attaching image file for ref.
Thank you for your time.
Thomas Mazarakos
please check the following terms:
C33=ρgAwl (ρ=1025kg/m^3)
C35=c53=-ρgxwlAwl
C44=c55= ρgVol(zb-zg)
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