AmyLovisa
Civil/Environmental
- Sep 12, 2013
- 9
Hi,
I have been working on this problem for a very long time now and am incredibly frustrated by it. I have a small hollow hyperelastic dart (not incompressible) that is compressing against a thin curved steel surface, where the compressive load is applied on top of the dart (linearly increasing). Usually the dart undergoes significant compression with the thin steel deflecting somewhat beneath. Then the curved steel (thickness of 0.42mm!!) buckles underneath the screw. Abaqus successfully runs right up until just prior to the buckling of the thin curved steel. Previously when I modeled the steel on its own (no contact definition) I used a dynamic implicit analysis with great success. But now with the added contact definition things are too discontinuous for convergence. I have tried a number of alternatives to help convergence from damping, different analysis types, convergence controls (although I prefer not to change those), material definitions, mesh densities, boundary conditions etc. Now I am resorting to an explicit analysis with an accelerated time history. Has anyone by any chance worked on a similar problem and found a solution?
The attached figure shows the whole model with the dart at the centre and a closer view of the dart in the centre (with a cut about the line of symmetry).
Many thanks for any help and suggestions provided. This was supposed to be a small task. 8 months later.....
Thanks,
Amy
I have been working on this problem for a very long time now and am incredibly frustrated by it. I have a small hollow hyperelastic dart (not incompressible) that is compressing against a thin curved steel surface, where the compressive load is applied on top of the dart (linearly increasing). Usually the dart undergoes significant compression with the thin steel deflecting somewhat beneath. Then the curved steel (thickness of 0.42mm!!) buckles underneath the screw. Abaqus successfully runs right up until just prior to the buckling of the thin curved steel. Previously when I modeled the steel on its own (no contact definition) I used a dynamic implicit analysis with great success. But now with the added contact definition things are too discontinuous for convergence. I have tried a number of alternatives to help convergence from damping, different analysis types, convergence controls (although I prefer not to change those), material definitions, mesh densities, boundary conditions etc. Now I am resorting to an explicit analysis with an accelerated time history. Has anyone by any chance worked on a similar problem and found a solution?
The attached figure shows the whole model with the dart at the centre and a closer view of the dart in the centre (with a cut about the line of symmetry).
Many thanks for any help and suggestions provided. This was supposed to be a small task. 8 months later.....
Thanks,
Amy