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Please, can anyone help and explain to me how I can simulate a hinge axis boundary condition in MSC Patran. Example: Let's look on it as a 2D problem. Beam with a hinge axis on one end and two force in opposite directions on the other. Am looking a way to simulate a case with a M=0 in a hinge...

Am sorry for jumping in with a new topic, it was a mistake... should be a new thread! Sorry again...

Hello, simple idea... using Nastran output file, actually it's "deformed" FEM, as an input "geometry" for Patran new pre-processing. Am using SOL600 for metal deforming processes and I want to use already done contact analysis results(bended tube) and start a new analysis with it's deformed...

Hello, simple idea... using Nastran output file, actually it's "deformed" FEM, as an input "geometry" for Patran new pre-processing. Am using SOL600 for metal deforming processes and I want to use already done contact analysis results(bended tube) and start a new analysis with it's deformed...

And the attachment...http://files.engineering.com/getfile.aspx?folder=de8ef21a-c409-4259-a6f2-28748aee88fe&file=Stress-Strain_Curves.jpg

Hi, Trying to use Elastoplastic Constitutive Model by introducing Stress/Strain Curve (Nonlinear Data Input) for Multiple Temperatures in MSC.Patran. I have a problem with getting my Stress-Strain curves to look like on the picture in attachment. Please let me know if you have any advice or...

Am interested does anyone know how or even, is it possible, for Patran model to be related to Catia input model. If anyone didn't understand, am interested is it possible for Patran Geometry model to be linked with Catia Input model... so when I change geometry in Catia, Patran Geometry model...

Rb1957, thank you very much for all your help. I had trouble figuring out some stuff, but @ the end I got it right. With your help of course... thanks a lot! ;)

- So I thought. - You can see for yourself. 0 MAXIMUM SPCFORCES SUBCASE/ DAREA ID T1 T2 T3 R1 R2 R3 0 1 1.6064515E+03 2.3271157E+03 2.2659985E+03...

1) Believe me, I looked up on a lot of them so far... and by now, I know the procedure by heart. If you have any suggestion tutorials, I'll gladly look at them; 2) to be honest, don't know what is 'help desk'; 3)about loads... the current load case contains displacement on the back wall(all...

Can someone please help... this is a case of getting the model fixed in place, but F06 is is constantly showing me *** SYSTEM FATAL MESSAGE 6466 (SBUT1) FOR THE 101 INPUT ALL TERMS IN COLUMN NUMBER = 4 ARE NULL. 0FATAL ERROR 1 * * * END OF JOB * * *...