PCNTX11

Bulk Data Entry Defines properties TYPE11 of a CONTACT interface for geometric nonlinear analysis.

Format

(1)	(2)	(3)	(4)	(5)	(6)	(7)	(8)	(9)
PCNTX11	`PID`		`ISTF`		`IGAP`			`IDEL`
	`STMIN`	`STMAX`	`MESHSIZE`	`DTMIN`
	`STFAC`	`FRIC`	`GAP`	`TSTART`	`TEND`	`STF1`
	`IBC`			`INACTI`	`VISS`	`VISF`	`BMULT`

Example

(1)	(2)	(3)	(4)	(5)	(6)	(7)	(8)	(9)	(10)
PCONT	34
PCNTX11	34

Definitions

Field	Contents	SI Unit Example
`PID`	Property identification number of the associated PCONT. No default (Integer > 0)
`ISTF`	Stiffness definition flag. 5 0 `STFAC` is a stiffness scale factor and the stiffness is computed according to the master side characteristics. 1 `STIF1` is used as interface stiffness. 2, 3, 4 and 5 `STFAC` is a stiffness scale factor and the interface stiffness is computed from both master and slave characteristics. Default as defined by CONTPRM (Integer = 0, ..., 5)
`IGAP`	Gap definition flag. CONST Gap is constant and equal to `GAP` VAR Gap is a variable (in space, not in time) according to the characteristics of the impacted master line and the impacting slave nodes. 6 VAR3 Gap is a variable according to the characteristics of the impacted master line and impacting slave node + gap is taken into account the size of the elements. Default as defined by CONTPRM (Character = CONST, VAR, or VAR3)
`IDEL`	Flag for node and segment deletion. 0 No deletion. 1 When all the elements (shells, solids) associated to one segment are deleted, the segment is removed from the master side of the interface. Additionally, non-connected nodes are removed from the slave side of the interface. 2 When a shell or a solid element is deleted, the corresponding segment is removed from the master side of the interface. Additionally, non-connected nodes are removed from the slave side of the interface Default as defined by CONTPRM (Integer)
`STMIN`	Minimum stiffness (Only with `ISTF` > 1). Default as defined by CONTPRM (Real ≥ 0)
`STMAX`	Maximum stiffness (Only with `ISTF` > 1). Default as defined by CONTPRM (Real ≥ 0)
`MESHSIZE`	Percentage of mesh size (Used only when `IGAP` = VAR3). Default = 0.4 (Real, 0.0 < `MESHSIZE` ≤ 1.0)
`DTMIN`	Limiting nodal time step. 8 No default (Real ≥ 0)
`STFAC`	Interface stiffness scale factor (Only with `ISTF` ≠ 1). Default as defined by CONTPRM (Real ≥ 0)
`FRIC`	Coulomb friction. Default as defined by CONTPRM (Real ≥ 0)
`GAP`	Gap for impact activation. 6 Default as defined by CONTPRM (Real ≥ 0)
`TSTART`	Start time. Default = 0.0 (Real ≥ 0)
`TEND`	Time for temporary deactivation. Default = 10³⁰ (Real ≥ 0)
`STIF1`	Interface stiffness (Only with `ISTF` = 1). Default = 0.0 (Real ≥ 0)
`IBC`	Flag for deactivation of boundary conditions at impact applied to the slave grid set. Default as defined by CONTPRM (Character = X, Y, Z, XY, XZ, YZ, or XYZ)
`INACTI`	Handling of initial penetrations flag. 7 0 No action. 1 Deactivation of stiffness on nodes. 2 Deactivation of stiffness on elements. 3 Change slave node coordinates to avoid small initial penetrations. 5 `GAP` is variable with time and initial gap is adjusted as: ${gap}_{0} = gap - P_{0}$ 6 Gap is variable with time but initial gap is slightly de-penetrated as: ${gap}_{0} = gap - P_{0} - 0.05 * (gap - P_{0})$ Invalid entries are ignored. Default as defined by CONTPRM (Integer)
`VISS`	Critical damping coefficient on interface stiffness. Default as defined by CONTPRM (Real ≥ 0)
`VISF`	Critical damping coefficient on interface friction. Default as defined by CONTPRM (Real ≥ 0)
`BMULT`	Sorting factor. Can be used to speed up the sorting algorithm and is machine-dependent. Default as defined by CONTPRM (Real ≥ 0)

Comments

The property identification number must be that of an existing PCONT Bulk Data Entry. Only one PCNTX11 property extension can be associated with a particular PCONT.
PCNTX11 is only applied in geometric nonlinear analysis subcases which are defined by ANALYSIS = EXPDYN. It is ignored for all other subcases.
If FRIC is not explicitly defined on the PCONTX/PCNTX# entries, the MU1 value on the CONTACT or PCONT entry is used for FRIC in the /INTER entries for Geometric Nonlinear Analysis. Otherwise, FRIC on PCONTX/PCNTX# overwrites the MU1 value on CONTACT/PCONT.
PCNTX11 defines the properties of contact interface type CONTX11, it describes the edge to edge or line to line interface. This interface simulates impact between lines, a line can be a beam or truss element or a shell edge or spring elements. The interface properties are:
- impacts occur between a master and a slave line
- a slave line can impact on one or more master lines
- a line can belong to the master and the slave side. This allows self impact.
- this interface can be used in addition to the interface TYPE7 PCNTX7 to solve the edge to edge limitation of interface TYPE7
If ISTF ≠ 1, the interface stiffness K is computed from the master segment stiffness Km and/or the slave segment stiffness Ks.
The master stiffness is computed from Km = STFAC * B * S * S/V for solids, Km = 0.5 * STFAC * E * t for shells.

The slave stiffness is an equivalent nodal stiffness computed as Ks = STFAC * B * V^-3 for solids, Ks = 0.5 * STFAC * E * t for shells.

In these equations, B is the Bulk Modulus, S is the segment area, and V is the volume of a solid. There is no limitation to the value of stiffness factor (but a value larger than 1.0 can reduce the initial time step).
The interface stiffness is K = max (STMIN, min (STMAX, K1)) with:
- ISTF = 0, K1 = Km
- ISTF = 2, K1 = 0.5 * (Km + Ks)
- ISTF = 3, K1 = max (Km, Ks)
- ISTF = 4, K1 = min (Km, Ks)
- ISTF = 5, K1 = Km * Ks / (Km + Ks)
If IGAP = VAR, the variable gap is computed as: gm + gs
with:
- gm - master element gap with
  gm = t/2, t: thickness of the master element for shell elements.
  
  gm = L/10, L - length of the smallest side of a solid element.
  
  gm = 1/2√ for truss and beam elements, with S being the cross section of the element.
  
  gm = 0 for spring elements.
- gs - slave element gap is computed as the same way.
If the slave node is connected to multiple shells and/or beams or trusses, the largest computed slave gap is used.

The variable gap is always at least equal to GAP.
INACTI = 3, is only recommended for small initial penetrations and should be used with caution because:
- the coordinate change is irreversible
- it may create other initial penetrations, if several surface layers are defined in the interfaces
- it may create initial energy, if the node belongs to a spring element
INACTI = 5 is recommended for airbag simulation deployment.

INACTI = 6 is recommended instead of INACTI = 5, in order to avoid high frequency effects into the interfaces.

Figure 1.
Slave segment is deactivated from the contact when the segment kinematic time step calculated for this contact becomes smaller than DTMIN.