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Concrete compression test

Posted: Mon Jul 19, 2021 6:09 am
by dudchenkoav
Hello STKO Team!

I have a problem with simulation of cubic strength test. I got quite strange reaction plot at the top of the model. Most probably, it is connected with uncorrect contact interface properties. Could you please check whether it is set correctly? What is a good value for normal and tangential spring stifness?
That is strange but I did not have such problem for cilinder test.

Best Regards,
Aleksandr

Re: Concrete compression test

Posted: Mon Jul 19, 2021 10:21 am
by Clarabella
Hi Aleksandr,
1) I suggest to use less processor (the optimal is between 4000 to 8000 elements per processor). I used 4 and it is much faster
2) I reduced the imposed displacement, it was too large
3) I changed the bricks to bbar. The reduced integration that you used when you have large damage could introduce a spurious stiffness
4) I set the damage and plasticity to 0.3 and 0.3 (more damage then plasticity)
5) I changed the contact to our implex contact.
6) You should play with the parameters now, in particular with mu, penalty parameters, fracture energies etc to see how the failure mode changes

I also attached two models:
a) No contact (full confinement)
b) With contact

I hope this was useful, Best regards

Clara

Re: Concrete compression test

Posted: Wed Jul 21, 2021 1:06 pm
by dudchenkoav
Dear Clara,

thank you for your answer, I will try your suggestions.

Best Regards,
Aleksandr

Re: Concrete compression test

Posted: Tue Jul 27, 2021 2:48 pm
by Clarabella
Perfect, let us know!