Constitutive law for unilateral contact with friction, for thin 3D shell elements.
This law is used for mechanical analysis of unilateral contact with friction in 3D state for shells.
Contact can occur on both sides of shell.
A penalty method is chosen to represent the contact.
COULOMB behaviour is assumed, with constant friction coefficient.
Prepro: LCNTCQ.F
Lagamine: CNTCQ4.F
Plane stress state | NO |
Plane strain state | NO |
Axisymmetric state | NO |
3D state | YES |
Generalized plane state | NO |
Line 1 (2I5, 60A1) | |
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IL | Law number |
ITYPE | 98 |
COMMENT | Any comment (up to 60 characters) that will be reproduced on the output listing |
Line 1 (I5) | |
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NINTV | Number of sub-step to calculate the contact |
Line 1 (5G10.0) | |
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RIGP | Penalty coefficient on pressure, $K_p$ |
RIGT | Penalty coefficient on shear, $K_{\tau}$ (default = RIGP) |
FRTCN | COULOMB's coefficient = $\Phi$ |
COHES | Cohesion parameter for Tresca's law = B |
TAUMX | Maximum value imposed for shear stress |
3
SIG(1) | = p : Pressure |
> 0 in compression | |
SIG(2) | = $\tau$ : Shear |
> 0 according with local coordinates of shell | |
SIG(3) | = $\tau$ : Shear |
> 0 according with local coordinates of shell |
6
Q(1) | IELD: State of contact |
= -1 : No contact | |
= 0 : No sliding (elastic state in Tresca law, $\rvert\rvert\tau\rvert\rvert$ = FRTCN.$p$+COHES) | |
= 1 : Sliding (plastic state, always if FRTCN = 0 and TAUMX = 0) | |
Q(2) | ISEG: Number of foundation segment in contact |
Q(3) | DIS: Penetration distance |
Q(4) | ICONT: Index of contact |
= 0 : Contact if DIS < 0 | |
= 2 : No contact b/c of normal consistency or b/c abs(DIS) > DMAX | |
= 11, 12 or 13 (only for foundation with triangular segments) : No contact but contact possible with a neighbouring segment | |
Q(5) | VR: Relative sliding speed |
Q(6) | VS: Relative sliding speed |