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  1. mohkml

    moment curvature curve changes with meshing beam flange ?

    I am working on steel bolted angles connection, my issue is when I mesh the flange thickness of the beam and column I got a very different curve from same model when the flange thickness not meshed...
  2. mohkml

    HELP PLEASE -CAN NOT FIND LPF

    I TRY TO PLOT LPF WITH ARCH LENGTH . I OPENED HISTIRY OUTPUT TO REQUEST LPF BUT I CAN NOT FIND ?? ANY HELP
  3. mohkml

    damage evolution in a bolted connection

    I am trying to model the damage evolution in a bolted connection in Abaqus with element deletion option. I have the stress-strain data for the bolt but not sure how to extract the required inputs necessary to model the damage or the fracture in the bolt. Below is a short explination for how I...
  4. mohkml

    Abaqus force displacement curve never collapse

    i have a model for steel bolted connection , the load is acting as a displacement on the edge of the beam firstly, the p delata curve steel increasing with time without any decline as per experimental test , any solution ? secondly, intial stiffness not matching with experiment thank...

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