I used C3D8 for concrete,T3D2 for the tendons.
For the supports I defined separate parts with discrete rigid and used then interaction(master-slave surfaces).The BC for the supports are defined in the reference points I created on each surface of the supports.
In the experimental test the load...
Hello there,
I am modelling a hollow core slab in Abaqus and the results obtained do not completely fit the ones from the experimental tests.That's why I am writing here,maybe someone can give me a new hint.
I have modelled the concrete using the CDP material behaviour(and also included the...