Oct 27, 2008 #1 maxibonne Mechanical Oct 5, 2008 29 MT In a static structural non-linear analysis, what difference is there between applying a load as a step or a ramp with 'kbc' ? Does it affect results?
In a static structural non-linear analysis, what difference is there between applying a load as a step or a ramp with 'kbc' ? Does it affect results?
Oct 27, 2008 #2 meshparts Mechanical Feb 17, 2005 490 DE If you are doing just one substep per time step, then it makes no deference. If more substeps are to be done during one time step, then it ramped loads should lead to a better convergence. But I don't think a raped load would lead to deferent results in the case of statical analysis. Provided the analysis converges. But in the end, just try it a see what it happens! Regards Alex Upvote 0 Downvote
If you are doing just one substep per time step, then it makes no deference. If more substeps are to be done during one time step, then it ramped loads should lead to a better convergence. But I don't think a raped load would lead to deferent results in the case of statical analysis. Provided the analysis converges. But in the end, just try it a see what it happens! Regards Alex
Oct 27, 2008 Thread starter #3 maxibonne Mechanical Oct 5, 2008 29 MT Hi Alex Thanks. Yes in fact I had convergence problems when my loads were stepped: I have a very large amount of loadsteps including a large amount of substeps. Ramped loads give better convergence. Max Upvote 0 Downvote
Hi Alex Thanks. Yes in fact I had convergence problems when my loads were stepped: I have a very large amount of loadsteps including a large amount of substeps. Ramped loads give better convergence. Max