Hi all,
I am using Ansys Mechanical APDL16 in modelling a concrete Dam in which it is subjected to varying pressure load.
The code shall be as following :
Code:
/prep7
!Element type
ET,1,user300
!Keyopt,1,1,1
!USRELEM, NNODES, NDIM, KeyShape, NREAL, NSAVEVARS, NRSLTVAR, KEYANSMAT...