This model provides a simple interface law with penalty-type contact and friction.
In the normal direction, the response is linear elastic, but with different stiffnesses in tension and in compression (stiffness *kn* in compression, *kn***stiffcoeff* in tension).
By setting *kn* to a high value, the penetration (overlap) can be reduced,
in the sense of the penalty approach. By setting *stiffcoeff* to 0, free opening
of the gap can be allowed.
The shear response is elastoplastic, with the yield limit dependent on the normal traction. Crosssection's width, height or area have no influence on the results.
The magnitude of the shear traction
** must not exceed the yield limit computed
according to a Coulomb-like friction law as the product of the (negative part of)
normal traction and a dimensionless coefficient of friction :
**

(230) |

is computed multiplying a known normal strain and a known stiffness in tension or in compression.

The shear elastic stiffness is assumed to be *kn* (i.e., equal to the
normal stiffness). If the normal traction is tensile
or zero, no shear traction can be transmitted by the interface.
In the future, this law will be enriched by a cohesion-like term.

If used in connection of two nodes with `interface1delement`, the element-level parameter *normal* determines what is compression and what is tension (from the 1st node to the 2nd node in *normal* direction it is tension). If *normalClearance* is defined, the element has tensile stiffness until the gap within the element is closed. This feature allows simulating two faces with a gap. When the gap is smaller than *normalClearance*, the element stiffness changes to compression, see Figure 11.

The model description and parameters are summarized in Tab. 49.

2018-01-02