is *Boundary, Fixed option at second steps supported in PrePoMax? i do simple test but the results shown not as expected. It seems some extra definition generates, these lead to discarding the fixed definition.
after remove by commenting few of extra definition in Text editor and rerunning, then shown as expected by combined results of both analysis step.
At least in Abaqus, it should work also for force-type pre-tension. In the second step you need *CLOAD, OP=NEW and *BOUNDARY, OP=NEW, FIXED. I had a support case where a customer omitted that and the second step resulted in the meme cat effect from the CalculiX forum
This may also be relevant:
When a pre-tension node is not controlled by a boundary condition, make sure that the components of the structure are kinematically constrained; otherwise, the structure could fall apart due to the presence of rigid body modes.
P.S. I modified my initial reply slightly to avoid the confusion.
i have the same expereinces also, tried different approach in modeling of pretension bolt and further to compare to another methods. However, result of second step seems not combined with previous.
the step input generate is not hiding and allowed to select, thanks. I do copying the second steps, deactivated in menus and paste in Keyword Editor for minor editing. Currently, only by these methods seems to be possible and done inside PrePoMax.
OP=NEW only affects a given type of feature (*BOUNDARY, *CLOAD and so on). Stress/deformation state may not be preserved in subsequent steps just because the deformation wasn’t permanent (plastic).
I read the whole conversation to figure out what the actual problem is. If the goal is to have a two-step analysis, as was the original question, this is doable. You only have to remember that in the second step, you should have all the forces and boundary conditions from the first step active. If you have only a single load and you add it to the first step and then remove it from the second step, the structure will be unloaded. Any step’s loads and boundary conditions represent that step’s active loads and boundary conditions. All of them.
This input deck was generated by Abaqus when I deactivated BC-2 in the second step. BC-1 was automatically respecified in that step. Then I just added CalculiX output requests.