UniaxialMaterial Library
The opensees.uniaxial
module (or
uniaxialMaterial
Tcl command) provide access to the library
of models implementing the UniaxialMaterial
interface. This interface represents a scalar-valued work-conjugate
relationship (e.g., uniaxial stress-strain, force-deformation, etc.)
that is generally path-dependent.
The valid queries to any uniaxial material when creating an ElementRecorder
are strain
, stress
, and tangent
.
Some materials have additional queries to which they will respond. These
are documented in the NOTES section for those materials.
General-Purpose Materials
Elastic / Path-Independent
Inelastic
Standard Rate-Independent Materials
These models are formulated and implemented according to well-established principles and algorithms.Standard Rate-Dependent Materials
Metallic
- Hysteretic
- RambergOsgoodSteel A simple metalic model exhibiting a nonlinear hardening curve.
- Steel01
- Steel02 Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening
- SteelMPF Menegotto and Pinto (1973) model Extended by Filippou et al. (1983)
- Steel4
- Dodd Restrepo A new model which allows the “softness” of the Bauschinger curve, as determined by the area under the curve relative to the enclosing parallelogram, to be controlled.
- ReinforcingSteel
- UVCuniaxial Updated Voce-Chaboche
Concrete
- Concrete01 Hognestad’s concrete curve with zero tensile strength
- Concrete02 Concrete01 with linear tension softening
- Concrete04 Popovics concrete curve
- Concrete06 Thorenfeldt curve
- Concrete07 Chang & Mander’s 1994 Concrete Model
- ConfinedConcrete01
- ConcreteD concrete material based on the Chinese design code
- ConcreteCM Complete Concrete Model by Chang and Mander (1994)
- FRPConfinedConcrete
Bouc-Wen Models
Pinch and Slip
- SAWS Pinching material for woodframed structures.
Wrappers
- Parallel
- Series
- Initial Strain
- Initial Stress
- Fatigue
- MinMax
- SimpleFractureMaterial
-
ContinuumUniaxial performs static condensation to impose a
uniaxial state of stress on a three-dimensional
NDMaterial
Other Uniaxial Materials
- Concrete01WithSITC Concrete Material With Stuff in the Cracks
- ModIMKBilin Modified Ibarra-Medina-Krawinkler Deterioration Model with Bilinear Hysteretic Response (Bilin)
- ModIMKPeakOriented Modified Ibarra-Medina-Krawinkler Deterioration Model with Peak-Oriented Hysteretic Response
- ModIMKPinching Modified Ibarra-Medina-Krawinkler Deterioration Model with Pinched Hysteretic Response
- CastFuse
- BilinearOilDamper
- BARSLIP
- Bond_SP01 Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
- Impact
- HyperbolicGap
- Engineered Cementitious Composites
- KikuchiAikenHDR
- KikuchiAikenLRB
- AxialSp
- AxialSpHD
- CFSWSWP Wood-Sheathed Cold-Formed Steel Shear Wall Panel
- CFSSSWP Steel-Sheathed Cold-formed Steel Shear Wall Panel
- SelfCentering uniaxial self-centering (flag-shaped) material object with optional non-recoverable slip behaviour and an optional stiffness increase at high strains (bearing behaviour).
PyTzQz uniaxial soil materials
for p-y, t-z and q-z elements for modeling soil-structure interaction through the piles in a structural foundationFrameworks
- Limit State
- AlgebraicHysteresis