Crack Closure
Add a Crack Closure subnode under a Crack node to include contact conditions between crack faces. These includes contact in the normal direction of the crack faces, and, optionally, friction in the tangential directions. Only a single Crack Closure subnode can be added per Crack node.
The Crack Closure subnode is only applicable when Crack surface in the parent a Crack node is set to Slit or Symmetry. If Crack surface is set to From geometry, contact conditions can be added by a Contact node.
Contact Between Crack Faces in the Structural Mechanics Modeling chapter.
Contact Analysis Theory in the Structural Mechanics Theory chapter.
The Crack Closure node is only available with some COMSOL products (see www.comsol.com/products/specifications/).
Contact
Enter an expression for the Penalty factor, pn. The default expression, (2*<phys>.Eequ)/h, estimates the penalty factor from the stiffness of the adjacent domains and the mesh element size. The constant can be modified to improve accuracy or stability of the model — a too high penalty factor can lead to ill-conditioned matrices.
Select a Friction modelNone, Coulomb, or User defined. By selecting None, frictionless contact is considered.
When Coulomb is selected, the critical contact friction force is a function of the contact pressure. Enter values for:
The Friction coefficient, μ,
The Cohesion sliding resistance, Tcohe,
The Maximum tangential traction, Tt,max.
When User defined is selected, enter an expression for the Critical friction force, Tt,crit, that may depend on any quantity in the model. This expression defines the limit between sticking and sliding friction. Note, that the implementation of the friction model is only correct if Tt,crit does not depend on the current friction force.
If either Coulomb or User defined, select Compute frictional dissipation to compute and store to the energy dissipated by friction.
Location in User Interface
Context Menus
Ribbon
Physics tab with Crack node selected in the model tree: