| Description |
Nonlinear elasto-plastic material model for concrete
plates and shells |
| Record Format |
Concrete2 num(in) #
d(rn) # E(rn) # n(rn) #
SCCC(rn) # SCCT(rn) # EPP(rn) # EPU(rn) #
EOPU(rn) # EOPP(rn) # SHEARTOL(rn) #
IS_PLASTIC_FLOW(in) # IFAD(in) # STIRR_E(rn) # STIRR_Ft(rn) #
STIRR_A(rn) # STIRR_TOL(rn) # STIRR_EREF(rn) #
STIRR_LAMBDA(rn) # |
| Parameters |
- num material model number |
| |
- d material density |
| |
- E Young modulus |
| |
- n Poisson ratio |
| |
- SCCC pressure strength |
| |
- SCCT tension strength |
| |
- EPP threshold effective plastic strain for softening in
compression |
| |
- EPU ultimate eff. plastic strain |
| |
- EOPP threshold volumetric plastic strain for softening in
tension |
| |
- EOPU ultimate volumetric plastic strain |
| |
- SHEARTOL threshold value of the relative shear deformation
(psi**2/eef) at which shear is considered in layers.
For lower relative shear deformations the transverse shear remains elastic decoupled from bending. default value
SHEARTOL = 0.01 |
| |
- IS_PLASTIC_FLOW indicates that plastic flow (not
deformation theory) is used in pressure |
| |
- IFAD State variables will not be updated, otherwise update state variables |
| |
- STIRR_E Young modulus of stirrups |
| |
- STIRR_R stirrups uniaxial strength = elastic limit |
| |
- STIRR_A stirrups area/unit length (beam) or /unit area (shell) |
| |
- STIRR_TOL stirrups tolerance of equilibrium in the z direction (=0 no iteration) |
| |
- STIRR_EREF stirrups reference strain rate for Peryzna's
material |
| |
- STIRR_LAMBDA coefficient for that material (stirrups) |
| |
- SHTIRR_H isotropic hardening factor for stirrups |
| Supported modes |
3dShellLayer, 2dPlateLayer |