Problems loading in biaxial tension

Nessuno ha ancora preso questa issue.

Hello all,
Nice to meet you, I'm Guy, a postdoc from the University of Manchester, UK. I have had some problems in attempting to simulate biaxial loading using VPSC8:
Please see the following boundary conditions I am attempting to impose:
```
10 0 0.01 298. 298. nsteps ictrl eqincr temp_ini temp_fin
* boundary conditions iudot | flag for vel.grad.
1 1 1
1 1 1
1 1 0
* udot | vel.grad (first guess)
1 0.0 0.0
0.0 1 0.0
0.0 0.0 -2
* iscau | flag for Cauchy
0 0 0
0 0
1
* scauchy | Cauchy stress
0.0 0.0 0.0
0.0 0.0
0.0
```
I'm trying to apply a load in biaxial tension in the xx and yy directions but leave the zz direction free to move with zero stress.
We've been able to run this in VPSC7 previously.
When attempting to run this with VPSC8 I get the following error:
```
***************************************************
SINGLE ELEMENT CALCULATION
SINGLE PHASE CALCULATION
***************************************************
--> TOTAL NUMBER OF GRAINS IS 2000

CHECK DIAGONAL BOUNDARY CONDITIONS ILBAR:
ENFORCING TWO DIAGONAL COMPONENTS FIXES THE
REMAINING COMPONENT BECAUSE OF INCOMPRESSIBILITY
```
This is understandable but not incompressible? The zz direction is allowed to contract to allow for the expansion in the xx and yy directions.
Please find attatched all of my files in my attempt to run this:
[VPSC_biaxial_issue.zip](https://github.com/user-attachments/files/26058134/VPSC_biaxial_issue.zip)

Thank you,
Guy

Iniziare decomprimendo l’archivio allegato VPSC_biaxial_issue.zip ed eseguendo VPSC8 con l’input delle condizioni al contorno fornito. Tracciare il controllo delle condizioni al contorno diagonali segnalato e confrontare i vincoli xx, yy e zz configurati con il carico previsto; il lavoro è completato quando si è identificato se l’input o il comportamento di VPSC8 impedisce la contrazione libera in zz e si è documentata la correzione necessaria.

Scritto dal modello di indicizzazione a partire dal testo della issue.