xarz
Civil/Environmental
- Oct 27, 2011
- 9
As the title explains, in my abaqus model I've a part that is split in two regions by a partition. For each region I've defined the same section separately (i.e. I've assigned an "A" section to the first region, and then the same "A" section to the other region). The analysis shows a gap in the stress (mises) field and I really can't explain why. The section (so the material) is the same, the regions have the same finite element mesh, so no discontinuities can be justified. Is this a solver issue or it's my fault in modelling the element? Is there any workaround?
If assign the section at the same time to both the regions abaqus shows no discontinuities.
Thanks.
If assign the section at the same time to both the regions abaqus shows no discontinuities.
Thanks.