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Abaqus/Explicit: Dynamic failure models

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ShadowWarrior

Civil/Environmental
Aug 21, 2006
171
There are two simple models for Dynamic failure, TENSILE FAILURE and SHEAR FAILURE -
So far what I understood, with element deletion ON -

*TENSILE FAILURE, ELEMENT DELETION=YES
[hydrostatic cutoff stress]
*SHEAR FAILURE, ELEMENT DELETION=YES
[equivalent plastic strain at failure]

My question is, how do I determine the hydrostatic cutoff stress parameter from a uni-axial tensile stress-strain data? The equivalent plastic strain at failure can be found as (Total strain - Elastic strain), right?
 
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I believe it is the first principal stress at which your material would fail. You could try using the stress from your tensile stress-strain data, assuming your data is given in engineering units, by noting the last point of the stress-strain curve where the derivative changes sign.

More info here
 
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