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Subsections

B.5.5 Interfaces

Via this concept you may specify material models for interface elements.

Interfaces     §9.3
no parameters        


With further concepts you may specify material parameters for nonlinear elasticity, friction, bond-slip, cracking, or combined cracking-shearing-crushing.


B.5.5.1 Nonlinear Elasticity

For interface elements you may specify models for nonlinear elasticity.

Nonlinear elasticity      
File stiffness diag normal dir file SIGDIS tn un §9.3.1.3
File stiffness diag tangnt dir file TAUDIS tt ut §9.3.1.3



B.5.5.2 Friction

For interface elements you may specify a Coulomb friction criterion with optional hardening and gapping [§9.3.4].

Frictional behavior FRICTI   §9.3.4
Cohesion c FRCVAL ch §9.3.4
Tangent of friction angle tan$ \phi$ FRCVAL tph §9.3.4
Tangent of dilatancy angle tan$ \psi$ FRCVAL tps §9.3.4


No hardening      
no parameters        


Hardening diagram     §9.3.4
File cohesion hardening diag file HARDIA ch up §9.3.4
File friction hardening diag file FRCDIA tph up §9.3.4


No gap criterion      
no parameters        


Gap criterion     §9.3.4
no parameters        


Brittle gapping MODE2 0 §9.3.4
Tensile strength ft GAPVAL ft §9.3.4


Gapping+const shear retention MODE2 1 §9.3.4
Tensile strength ft GAPVAL ft §9.3.4
Reduced stiffness   MO2VAL mv2 §9.3.4


Gapping+aggregate interlock MODE2 2 §9.3.4
Tensile strength ft GAPVAL ft §9.3.4
Compressive strength   MO2VAL mv2 §9.3.4



B.5.5.3 Bond-slip

For interface elements you may apply a bond-slip model.

Bond-slip behavior     §9.3.3
no parameters        


Doerr's model BONDSL 1 §9.3.3
C c SLPVAL c §9.3.3
Shear slip at plateau $ \Delta$ut0 SLPVAL ut0 §9.3.3


Noakowski's model BONDSL 2 §9.3.3
A a SLPVAL a §9.3.3
B b SLPVAL b §9.3.3
Shear slip - curve truncation $ \Delta$ut0 SLPVAL ut0 §9.3.3


Multi-linear model BONDSL 3 §9.3.3
File bond-slip diagram file SLPVAL tt ut §9.3.3



B.5.5.4 Cracking

For interface elements you may apply a discrete cracking or a crack dilatancy model.

Discrete cracking.

For a discrete cracking model you must specify the tensile strength and the softening and unloading models.

Discrete Cracking     §9.3.2.1
Tensile strength ft DCRVAL ft §9.3.2.1


Brittle cracking MODE1 0 §9.3.2.1
no parameters        


Linear tension softening MODE1 1 §9.3.2.1
Fracture energy Gf MO1VAL gf §9.3.2.1


Nonlinear tension softening MODE1 2 §9.3.2.1
Fracture energy Gf MO1VAL gf §9.3.2.1


Multilinear tension softening MODE1 3 §9.3.2.1
File tensile traction diagram file MO1VAL tn un §9.3.2.1


Secant mode I unloading UNLO1 1 §9.3.2.1
no parameters        


Elastic mode I unloading UNLO1 2 §9.3.2.1
no parameters        


Hysteresis mode I unload UNLO1 3 §9.3.2.1
no parameters        


Zero shear stiffn.aft crack MODE2 0 §9.3.2.1
no parameters        


Const shear stiffn.aft crack MODE2 1 §9.3.2.1
Shear modulus crack dev.   MO2VAL mv2 §9.3.2.1



Crack dilatancy.

For two-dimensional interface elements you may choose a model for crack dilatancy.

Crack dilatancy     §9.3.2.2
no parameters        


Li's model CRDILA 0 §9.3.2.2
Cube compressive strength fcc DILVAL fcc §9.3.2.2
Tensile strength ft DILVAL ft §9.3.2.2
Maximum aggregate size   DMAX dmax §9.3.2.2


Walraven's 2 phase model CRDILA 1 §9.3.2.2
Cube compressive strength fcc DILVAL fcc §9.3.2.2
Tensile strength ft DILVAL ft §9.3.2.2
Maximum aggregate size   DMAX dmax §9.3.2.2


Bazant&Gambarova rough crack CRDILA 2 §9.3.2.2
Cube compressive strength fcc DILVAL fcc §9.3.2.2
Tensile strength ft DILVAL ft §9.3.2.2
Maximum aggregate size   DMAX dmax §9.3.2.2


Walraven&Reinhardt interlck CRDILA 3 §9.3.2.2
Cube compressive strength fcc DILVAL fcc §9.3.2.2
Tensile strength ft DILVAL ft §9.3.2.2
Maximum aggregate size   DMAX dmax §9.3.2.2


Gambarova&Karakoc rough crk CRDILA 4 §9.3.2.2
Cube compressive strength fcc DILVAL fcc §9.3.2.2
Tensile strength ft DILVAL ft §9.3.2.2
Maximum aggregate size   DMAX dmax §9.3.2.2


Brittle cracking MODE1 0 §9.3.2.2
no parameters        


Linear tension softening MODE1 1 §9.3.2.2
no parameters        



B.5.5.5 Combined Cracking-Shearing-Crushing

For interface elements you may choose a model for combined cracking-shearing-crushing [§9.3.5].

Combined crack-shear-crush COMBIF   §9.3.5
Tensile strength ft GAPVAL ft §9.3.5
Fracture energy Gf MO1VAL gf1 §9.3.5
Cohesion c FRCVAL ch §9.3.5
Tangent of friction angle tan$ \phi$ FRCVAL phi §9.3.5
Tangent of dilatancy angle tan$ \psi$ FRCVAL psi §9.3.5
Residual friction coefficient $ \Phi_{{\mathrm{r}}}^{}$ FRCVAL phir §9.3.5
Confining normal stress psi=0 $ \sigma_{{\mathrm{u}}}^{}$ FRCVAL sigu §9.3.5
Exponential degradation coeff. $ \delta$ FRCVAL delta §9.3.5
Cap crit. compres. strength fc CAPVAL fc §9.3.5
Shear traction control factor Cs CAPVAL cs §9.3.5
Compressive fracture energy Gfc MOCVAL gfc §9.3.5
Equiv. plastic relative disp. $ \kappa_{{\mathrm{p}}}^{}$ MOCVAL kp §9.3.5


Constant Mode II fract. energy      
Fracture energy factor b b MO2VAL gf2b §9.3.5


Linear Mode II fracture energy      
Fracture energy factor a a MO2VAL gf2a §9.3.5
Fracture energy factor b b MO2VAL gf2b §9.3.5



next up previous contents index
Next: B.5.6 Metals Up: B.5 Static Nonlinearity Previous: B.5.4 Composites   Contents   Index
DIANA-9.3 User's Manual - Material Library
First ed.

Copyright (c) 2008 by TNO DIANA BV.