I've created a beam in workbench and then tweaked it with the below ADPL code. It creates a tension-only LINK180 element with an initial strain of 0.9. When solving, there is no deformation but when using smisc1 there is an axial force of 2592 for a default structural steel material.
My question is how to confirm the 0.9 strain on the link using a User Defined Result or another method.
seccontrol,,1 !tension only
inistate,set,dtyp,epel !start of prestress definition
inistate,defi,,,,,0.9, !defining initial strain