Hi there
I have a spring defined by the following work law:
SMAT 131 LTYP STD MTYP HYPE TITL "Spring"
SFLA U -400 F -205707 type p
SFLA U -398 "-U"
SFLA U -200 F -205707
SFLA U -190 F -144807
SFLA U -180 F -104883
SFLA U -170 F -77817
SFLA U -150 F -46690
SFLA U -120 F -23683
SFLA U -100 F -14210
SFLA U -80 F -8472
SFLA U -70 F -6767
SFLA U -60 F -5765
SFLA U -50 F -4737
SFLA U -40 F -3383
SFLA U -30 F -2382
SFLA U -20 F -1353
SFLA U -10 F -677
SFLA U 0 F 0
SFLA U 0 "0"
SFLA U 198 "U"
SFLA U 200 F
In TALPA
I need to apply relaxation to the spring in a construction stage at a certain age, which I have tried using:
CS 26 TITL 'Relaxation'
CGRP 141 ACT RLX ALPH 0.5
Unfortunately, this has no effect at all.
I figured I’d use a work around where I created a new worklaw (133) and multiplied all the forces by 0.5 and then just change the material in the construction stage instead:
CS 26 TITL 'Relaxation'
CGRP 141 ACT MODI MNO 133
this yields following error message:
+++++ error no. 412 in program CSM_GEO_PRE
Referenced material no. 132, group 141, does not exist in database
The error message is quite misleading since I previously use both the said material and group, so both are definitely in the database.
I believe the issue is that, when changing the worklaw, I’m introducing nonlinearity to the linear material law HYPE
in the definition.
Unfortunately I can’t use the other work laws as I don’t want the springs to “remember” plastic deformations, so I need my unloading curve to follow the loading curve as well.
Is there any way around this issue?