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Tied Contact (/INTER/TYPE2)

Tied Contact (/INTER/TYPE2)

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Tied Contact (/INTER/TYPE2)

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Definition

Interface type 2, also called 'tied interface' is a nodal constraint to rigidly connect a set of slave nodes to a master surface. The slave nodes forces and moments are transferred to the master nodes, and then slave nodes are positioned kinematically according to the motion of the master nodes. This interface ensures a full force and moment equilibrium.

guide_type2-tied

Fig. 4.10: Interface type 2 - Tied

There are four formulations are available to describe this connection.

Default spotweld formulation
Optimized sportweld formulation
Formulation with failure
Penalty formulation

 

Default Spotweld Formulation


SPOTflag=0

guide_spotflag0

When the flag is set to 0, the spotflag formulation is a default formulation:

Based on element shape functions
Generate hourglass with under-integrated elements
Give a connection stiffness function of slave node localization
Recommended with fully-integrated shells (master)
Recommended for connecting brick slave nodes to brick master segments (mesh transition without rotational freedom)

 

Optimized Spotweld Formulation


SPOTflag=1

guide_spotflag1

When the flag is set to 1, the spotflag formulation is an optimized formulation:

Based on element mean rigid motion
No hourglass problem
Constant connection stiffness
Recommended with under-integrated shells (master)
Recommended for connecting beam, spring, and shell slave nodes to brick master segments

 

Formulation with Failure


SPOTflag=20, 21 and 22

Using these options, the following two failure criteria can be defined:

Rupt= 0 (independent rupture parameters):

failure when max_n_dist or max_t_dist are reached (default)

Rupt= 1 (coupled rupture parameters):

failure when

During the computation, a normal stress, shear stress, normal displacement and tangential displacement are computed and compared to the maximum values defined in the interface. As soon as the maximum criteria have been reached, the normal stress and shear stress will be set to 0.

 

Penalty Formulation


SPOTflag=25

The main goal for interface type 2 using penalty method is to tie slave node to master segment without any kinematic constraints. Using the penalty method may avoid "INCOMPATIBLE KINEMATIC CONDITIONS".