Learning Forum

[Feiyu Shi]

I tried to use the damage model in Workbench to simulate the uniaxial compresive test of concrete, but the result is not satisfied as shown in the following figure (the solid line is the damage model):

Can anyone help me to how to properly input the parameters for the damage model as shown in the following figure:

It would be best if you can provide an example and explain how to calibrate the parameters from experiments. Thank you very much!

[Ashish Khemka]

Hi,

Please see if the following post is of help: Concrete Material Model (ansys.com)

Regards,

Ashish Khemka