Uniaxial Materials Module¶
The Uniaxial Materials Module defines various uniaxial material model handlers used in OpenSees. These handlers are responsible for parsing and processing definitions and parameter settings for different types of uniaxial materials.
Steel & Reinforcing-Steel Materials¶
- class SteelReinforcingHandler¶
Handles various steel and reinforcing steel material models.
Supported material types include:
Steel01 - Bilinear steel material
Steel02 - Giuffré-Menegotto-Pinto steel material with isotropic hardening
Steel4 - Comprehensive uniaxial Giuffré-Menegotto-Pinto steel material
ReinforcingSteel - Reinforcing steel material with buckling and fatigue
Dodd_Restrepo - Dodd-Restrepo steel material model
RambergOsgoodSteel - Ramberg-Osgood steel material
SteelMPF - Multi-point form of Steel material
Steel01Thermal - Temperature-dependent version of Steel01
Concrete Materials¶
- class ConcreteHandler¶
Handles various concrete material models, including standard concrete models and high-performance concrete.
Supported material types include:
Concrete01 - Basic concrete material with linear tension softening
Concrete02 - Concrete material with linear tension softening and nonlinear compression
Concrete04 - Popovics concrete material
Concrete06 - Concrete material based on Thorenfeldt curve
Concrete07 - Chang & Mander’s 1994 concrete model
Concrete01WithSITC - Concrete01 with strain-independent tension cutoff
ConfinedConcrete01 - Confined concrete model
ConcreteD - Damage-based concrete model
FRPConfinedConcrete - FRP-confined concrete material
FRPConfinedConcrete02 - FRP-confined concrete material (improved)
ConcreteCM - Comprehensive concrete material model
TDConcrete - Time-dependent concrete material
TDConcreteEXP - Time-dependent concrete material with explicit form
TDConcreteMC10 - Time-dependent concrete material based on Model Code 2010
TDConcreteMC10NL - Time-dependent concrete material with nonlinear creep based on Model Code 2010
Standard Uniaxial Materials¶
- class StandardUniaxialHandler¶
Specialized handler for uniaxial material models.
Supported material types include:
Elastic Uniaxial Material - Linear elastic material
Elastic-Perfectly Plastic Material - Elastic-perfectly plastic material
Elastic-Perfectly Plastic Gap Material - Elastic-perfectly plastic gap material
Elastic-No Tension Material - Elastic-no tension material
Hysteretic - Hysteretic material for modeling pinching and degradation
Parallel Material - Parallel material for combining materials in parallel
Series Material - Series material for combining materials in series
PyTzQz uniaxial materials for p-y, t-z and q-z elements for modeling soil-structure interaction¶
- class PyTzQzHandler¶
Specialized material handler for soil-pile interaction models.
Includes:
PySimple1 Material - Lateral soil-pile p-y material
TzSimple1 Material - Vertical soil-pile t-z material
QzSimple1 Material - Pile tip soil q-z material
PyLiq1 Material - PySimple1 with liquefaction effects
TzLiq1 Material - TzSimple1 with liquefaction effects
QzLiq1 Material - QzSimple1 with liquefaction effects
Other Uniaxial Materials¶
- class OtherUniaxialHandler¶
Handles specialized uniaxial material models that don’t fit into the above categories.
Includes various special-purpose uniaxial material models such as:
Hardening Material - Hardening material
CastFuse Material - Cast fuse material
ViscousDamper Material - Viscous damper material
BilinearOilDamper Material - Bilinear oil damper material
Modified Ibarra-Medina-Krawinkler Deterioration Model with Bilinear Hysteretic Response (Bilin Material) - Bilinear material with degradation
Modified Ibarra-Medina-Krawinkler Deterioration Model with Peak-Oriented Hysteretic Response (ModIMKPeakOriented Material) - Peak-oriented hysteretic response material
Modified Ibarra-Medina-Krawinkler Deterioration Model with Pinched Hysteretic Response (ModIMKPinching Material) - Pinched hysteretic response material
SAWS Material - SAWS material
BarSlip Material - Bar slip material
Bond SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars - Bond strain penetration model
Fatigue Material - Fatigue material
Impact Material - Impact material
Hyperbolic Gap Material - Hyperbolic gap material
Limit State Material - Limit state material
MinMax Material - Min-max material
ElasticBilin Material - Elastic bilinear material
ElasticMultiLinear Material - Elastic multi-linear material
MultiLinear - Multilinear material
Initial Strain Material - Initial strain material
Initial Stress Material - Initial stress material
PathIndependent Material - Path independent material
Pinching4 Material - Pinching4 material
Engineered Cementitious Composites Material - ECC material
SelfCentering Material - Self-centering material
Viscous Material - Viscous material
BoucWen Material - Bouc-Wen hysteretic material
BWBN Material - BWBN material
KikuchiAikenHDR Material - Kikuchi-Aiken HDR material
KikuchiAikenLRB Material - Kikuchi-Aiken LRB material
AxialSp Material - Axial Sp material
AxialSpHD Material - Axial Sp HD material
Pinching Limit State Material - Pinching limit state material
CFSWSWP Wood-Sheathed Cold-Formed Steel Shear Wall Panel - Wood-sheathed CFS shear wall panel
CFSSSWP Steel-Sheathed Cold-formed Steel Shear Wall Panel - Steel-sheathed CFS shear wall panel
Backbone Material - Backbone material
Masonry - Masonry material
Pipe Material - Pipe material