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Thread: Damage modeling in ABAQUS

  1. #1

    Damage modeling in ABAQUS

    Hi, I wanted to clarify a doubt I have while implementing damage models in ABAQUS EXPLICIT
    Could any one tell me which of these two relations are correct
    SIG_n+1 = SIG_n + STIFFNESS_n+1*(INC_STRAIN_n+1)
    OR
    SIG_n+1 = STIFFNESS_n+1*(STRAIN_n+1)

    It is apparent that the first of the above two seems correct, but with increase in damage the stress levels do not drop to zero, even if damage was set to 1 it remains at a level when damage was first initiated. I wanted to know how should one bring the load carrying capacity to zero when complete damage has occurred.
    If the second one is used this is not a problem, but the formulation does not seem correct

    Thanks

  2. #2
    A hyperelastic approach will always compute stresses from an elastic potential.
    Within damage mechanics, this elastic potential is deteriorated with multiplying it
    (1-D). So the second form is OK.

    I can suggest you my own manuscripts on ABAQUS implementations of damage models. after they are published

    Kumar

  3. #3

    thanks

    Thanks, for the reply

  4. #4

    could you send me the references

    Hi Kumar, could you send me the references of your publication

    Thanks

  5. #5

    Please nobody help me

    Hi every one would you tell me whats going on ?
    Actually i teach abaqus in our university but i am like no idea about element re movement in abaqus. how can i start to learn element re movement. if there is any file or any sample of cae file which you used before it will be a great honor if you help an undergraduate student

  6. #6

    Again

    I mean like this picture that i attached
    Please please please ......
    Attached Images Attached Images

  7. #7
    There are a number of examples of element removal in the Abaqus manual, have a look at the 'Rigid projectile impacting eroding plate' example.

  8. #8
    Actually just the codes are available and i really dont know how to use it. is it available in cae ?
    do you have any property model ?

  9. #9
    If you like you can just download one of the examples from the manual and import it into CAE (File>Import>Model). That way you can see what settings they used.

    I've never used the built in models but it may be as simple as supplying a failure (Equivalent plastic) strain through the ductile damage material model in CAE. I'm afraid I can't recommend a particular model/parameters for your application.

  10. #10
    Sorry for being so stupid but what do you mean by the manual ?
    I am going to search for it.
    Last edited by mastanabad; 2012-07-25 at 08:51.

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