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  1. zenzizenzizenzic

    Ultimate strength of single shear bolted connections with curling

    Update: Previous Message: Hi. Please help or at least give hints on how to resolve the following warnings and errors. I am using GUI. Thank you in advance! I have attached the input file in .txt format. Warning Messages: The general contact domain for modeling contact interactions in...
  2. zenzizenzizenzic

    How to find ultimate strength and fracture sequence of bolted connections to thin-walledcarbon steel

    Hi. I've made some changes but the warnings and errors persist. Error Messages: Too many attempts made for this increment The analysis has been terminated due to previous errors. Output for the last converged increment has not been written due to convergence issues. Abaqus/Standard Analysis...
  3. zenzizenzizenzic

    How to find ultimate strength and fracture sequence of bolted connections to thin-walledcarbon steel

    Hi everyone, I am running a static simulation in Abaqus for my undergraduate thesis. Right now, I'm trying to validate my model and my goal is to analyze the ultimate strength and fracture sequence of a single shear bolted connection in thin-walled carbon steel using GUI (I'm very new to the...

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