{"id":287339,"date":"2023-06-06T11:10:13","date_gmt":"2023-06-06T11:10:13","guid":{"rendered":"\/forum\/forums\/topic\/convergence-problem-of-tubular-bonded-joint-analysis\/"},"modified":"2023-06-06T11:10:13","modified_gmt":"2023-06-06T11:10:13","slug":"convergence-problem-of-tubular-bonded-joint-analysis","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/convergence-problem-of-tubular-bonded-joint-analysis\/","title":{"rendered":"Convergence Problem of Tubular Bonded Joint Analysis"},"content":{"rendered":"

Hello everybody,<\/p>\n

Sorry to bother everyone again, but I’ve been really struggling with convergence problems during a non-linear static structural analysis of a tubular bonded joint. I’ve posted already in this forum, but didn’t get a reply so I’ll post the link to that post, which has my setup in more detail:<\/p>\n

\/forum\/forums\/topic\/convergence-problem-during-static-strutural-analysis-of-tubular-bonded-joint\/<\/a><\/h4>\n

But to give a quick explanation, I’m trying to analyse a tubular bond between CFRP and Aluminium. I am modelling the adhesive layer as well, since I’m trying to compare some results with a collegue that is doing the same analysis in the lab. One of the extremeties is fixed (fixed support on the CFRP face), while one is loaded (Aluminium face on the other side).<\/p>\n

I’ve tried changing to displacement instead of aplying force as it is easier to converge, and it did do the trick for a smaller amount of displacement (0.55 mm and now 1.1 mm), however as I ramped those values up the problems reapeared. The displacement is ramped in 200 steps from 0 to (ideally i would be) 1.2 mm (ideally i would be until it the bond breaks) to see the maximum strenght of the bond, with 100 min substeps and 1000 max substeps.<\/p>\n

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I’m using bonded contact on both faces, so CFRP to Adhesive and Aluminium to Adhesive, with pure penalty formulation. I’ve changed the stiffness factor but it didn’t help for some reason. Both contact surfaces have a fracture input for contact debonding with a CZM that I inputed as well based on previous experiments. I’ve made a command to try and insert my stiffness value for the contact itself, but it caused more problems than not. <\/p>\n

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The mesh of the contacts is of 2 mm, the rest is basically set to default values. The paths are set so that I can see the stress on the bonded lenght (I’m also trying to get a bond-slip graph, but haven’t found a way to do it properly).<\/p>\n

This simulation has been going for a week now, and i don’t know what to do.<\/p>\n

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I would really appreciate your help.<\/p>\n

Kind regards.<\/p>\n","protected":false},"template":"","class_list":["post-287339","topic","type-topic","status-closed","hentry","topic-tag-bonded-contact","topic-tag-bondedcontactfailure-1","topic-tag-convergence-problem-1"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t