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Crack closure in XFEM

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farshid75z

Structural
Aug 26, 2010
3
Dear all,

I want to model crack closure in Abaqus 6.12-3 when the crack is modeled with XFEM. So, I specified the contact properties for the crack faces (tangential dir.:frictionless, normal dir.:"hard" contact) and used the direct method as the contact constraint enforcement method. However, the contact is not simulated correctly and the results still show that the two crack faces overlap. Would you please let me know how can I correctly model the contact problem in XFEM? Thank you.

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the image was not inserted correctly on the first post. I re-post it here:

CrackOverlap.png
 
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