I am trying to solve a problem which has application in railway/railroad industry. In the project I am stuck at a point where I cannot actually get my railroad tie/sleeper (wall) to come in equilibrium with the stones (clumps) automatically considering the logic that upward force by stones equal to downward force by the sleeper. I can surely stop the sleeper (Wall) downward motion by defining a FISH function which would ask it to stop once it has penetrated the ballast layer by x cm, but then it is not the actual representation of what happens in real life.
Please let me know if someone is familiar with this issue and can help me. Thank you so much.
Dear Nilesh,
I am also working on PFC. Would you please let me know your problem with the pictures?
Thank you
Shiva
Dear Nilesh,
Could you please let me know your clump min & max size range? If the difference is more, it may effect your model in reaching equilibrium. Please try keeping very less difference between clump min & max size.
Thank you.
Regards
Shiva
Shiva Prashanth Kumar I am using size value as 6e-5 only. So every imported clump adjusts its size in a way that their volume (size is 6e-5)
Dear experts Shiva and Nilesh,
I need your help.
After running the ucs.p3dat file, results were stored in fj_ucs.sav. How to plot axial stress versus axial strain in PFC and also how to show the fracture in the rock sample ?
Thank you.
ong yin hoe
Dear Yin hoe Ong ,
Please follow below steps to see your plot:
Go to File > Add new plot > Go to + symbol (extreme right) > Choose history chart > select required parameter to see their plot.
Good luck!
Best regards,
Shiva
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