TXRopePusher
Structural
- Oct 12, 2016
- 4
I have created a model of a steel cylinder subject to unconfined, uniaxial compression. The top and bottom surfaces of the cylinder are defined such that they act as if they are rigidly connected to two rigid plates. I am applying a downward (compressive) displacement to the nodes on the top surface equal to 0.1% of the cylinder's length.
When I look at a vertical cross-section of the deformed cylinder (attached), lots of random lines show up in the mesh. When I parse through the sections along the X or Z axes, I notice they are only visible RIGHT at the origin. I've checked and the cylinder hasn't yielded. It seems like some sort of numerical instability. I'm still learning ABAQUS and I haven't been able to find any information on this issue. Any thoughts and advice? Is there a way to get rid of these lines? I am needing to use some graphics from my analyses.
E = 29E6
v = 0.33
Yield Stress = 50E3
When I look at a vertical cross-section of the deformed cylinder (attached), lots of random lines show up in the mesh. When I parse through the sections along the X or Z axes, I notice they are only visible RIGHT at the origin. I've checked and the cylinder hasn't yielded. It seems like some sort of numerical instability. I'm still learning ABAQUS and I haven't been able to find any information on this issue. Any thoughts and advice? Is there a way to get rid of these lines? I am needing to use some graphics from my analyses.