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?
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?