StevenJS
Structural
- Dec 20, 2012
- 18
Hi all,
I'm working on a simulation of a reinforced concrete beam in bending.
It's a 2D-model, where i want to simulate the discrete cracking pattern of the beam in a 4-point bending test.
I created a cohesive zone model to describe the descrete cracking pattern.
However this model does not convergence when i'm trying to solve it in Abaqus (both static general and Risk solver).
Though the first 20% of the calculation that are completed give correct results (compared with experimental research: both the load-displacement graph and the cracking pattern are correct).
Now to improve convergence i was thinking of creating a dynamic explicit analyses since the high non-lineazrity of the problem.
However when running this dynamic analysis all kind of strange displacements occur in my model, which are obvious not correct, see the image below.
Does anyone know why changing my solver to the dynamic explicit causes these weird displacements?
Thanks in advance for any help!
I'm working on a simulation of a reinforced concrete beam in bending.
It's a 2D-model, where i want to simulate the discrete cracking pattern of the beam in a 4-point bending test.
I created a cohesive zone model to describe the descrete cracking pattern.
However this model does not convergence when i'm trying to solve it in Abaqus (both static general and Risk solver).
Though the first 20% of the calculation that are completed give correct results (compared with experimental research: both the load-displacement graph and the cracking pattern are correct).
Now to improve convergence i was thinking of creating a dynamic explicit analyses since the high non-lineazrity of the problem.
However when running this dynamic analysis all kind of strange displacements occur in my model, which are obvious not correct, see the image below.
Does anyone know why changing my solver to the dynamic explicit causes these weird displacements?
Thanks in advance for any help!