Ansys and Composite Material (Density/Ply)
Hi all
software of interest to mechanicians
Hi all
Hi,
I need to do the modelling in a command file instead of through the ANSYS graphinc interface as I need to try out different configurations and automatically run it in ANSYS. My question is:
Say I create a rectangular geometry using the BLC4 command:
BLC4,-5,-15,80,100
I need to load the structure using the DL command? How do I know which side of the rectangel is assigned which line number? Can I control this? Is it consistent?
Thanks,
hai all
my name is krishna. Iam working on ansys modelling of electrical discharge machining electrode wear. I have to model this phenomenon using ansys software. IF any body knows it plz help me regarding this modelling
How to simulate BINGHAM fluid flow through porous media by the ANSYS CFD?
If you have some suggestion or you engage in the same problem,please communicate with me by MSN.
My MSN account is kongxiangpeng [at] msn.com (kongxiangpeng[at]msn[dot]com).
Hi all,
dear :
I an a begginer of ABAQUS software. I want to modeling machining process with ABAQUS. I have problem for doing it. Can I do this simulation with ABAQUS/CAE or I need to modeling with ABAQUS/Explicit. I need to guide me for this problem
thanks and regards
Ali
hi, i'm baie ..i need ABAQUS/CAE software..is't anybody can give me the software..urgently. thankyou.
I have a problem with a model. It contains over 450 parts that shall have the same section assigned. Is there some easy way to assign to all parts at one time? The abaqus version is 6.7-1.
regards
Pål
Hello
I am looking to get some pointers on manual meshing using ANSYS workbench. I am not happy with the automesh results I am getting. I would like to discuss one on one via email. I am a real user and not a spammer. Anyone willing to discuss?
Thanks
Mani
Dear All,
I am wondering about beam element in MSC NASTRAN.
How can a linear distribution of translation or rotation along a beam element produce a linear distribution of moment and constant shear force in a case of single tip force loading?
What kind of beam element or beam theory used? I am not sure it is Timoshenko beam theory (which produce constant moment and linear shear force distribution)
I thank you in advance.
Best regards,
Sugeng