UniaxialMaterial Command

• Command_Manual
  • Tcl Commands
  • Modeling_Commands
    • model
    • uniaxialMaterial
    • ndMaterial
    • frictionModel
    • section
    • geometricTransf
    • element
    • node
    • sp commands
      • fix
      • fixX
      • fixY
      • fixZ
    • mp commands
      • equalDOF
      • rigidDiaphragm
      • rigidLink
    • timeSeries
    • pattern
    • mass
    • block commands
      • block2D
      • block3D
    • region
    • rayleigh
  • Analysis Commands
    • constraints Command
    • numberer Command
    • system Command
    • test Command
    • algorithm Command
    • integrator Command
    • analysis Command
    • eigen Command
    • analyze Command
  • Output Commands
    • recorder
    • record
    • print
    • printA
    • logFile
    • RealTime_Output_Commands
  • Misc Commands
    • eleResponse Command
    • getTime Command
    • getEleTags Command
    • getNodeTags
    • loadConst Command
    • nodeCoord Command
    • nodeDisp Command
    • nodeVel Command
    • nodeAccel Command
    • nodeEigenvector Command
    • nodeBounds
    • print Command
    • remove Command
    • reset Command
    • testIter
    • testNorms
    • wipe Command
    • exit Command
  • DataBase Commands
    • Template:DataBaseCommandsMenu

---

This command is used to construct a UniaxialMaterial object which represents uniaxial stress-strain (or force-deformation) relationships.

uniaxialMaterial matType? matTag? arg1? ...

---

The type of material created and the additional arguments required depends on the matType? provided in the command.

NOTE:

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.

The following contain information about matType? and the args required for each of the available material types:

• Steel & Reinforcing-Steel Materials
  • Steel01 Material
  • Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening
  • Hysteretic Material
  • Reinforcing Steel Material
  • Dodd Restrepo
• Concrete Materials
  • Concrete01 Material -- Zero Tensile Strength
  • Concrete02 Material -- Linear Tension Softening
  • Concrete04 Material -- Popovics Concrete Material
  • Concrete06 Material
  • Concrete07 – Chang & Mander’s 1994 Concrete Model
  • Concrete01 Material With Stuff in the Cracks
  • ConfinedConcrete01 Material
• Some Standard Uniaxial Materials
  • Elastic Uniaxial Material
  • Elastic-Perfectly Plastic Material
  • Elastic-Perfectly Plastic Gap Material
  • Elastic-No Tension Material
  • Parallel Material
  • Series Material
• Other Uniaxial Materials
  • CastFuse Material
  • Maxwell Material
  • KikuchiAiken Material
  • Modified Ibarra-Medina-Krawinkler Deterioration Model with Bilinear Hysteretic Response (Bilin Material)
  • Modified Ibarra-Medina-Krawinkler Deterioration Model with Peak-Oriented Hysteretic Response (ModIMKPeakOriented Material)
  • Modified Ibarra-Medina-Krawinkler Deterioration Model with Pinched Hysteretic Response (ModIMKPinching Material)
  • SAWS Material
  • BARSLIP Material
  • Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
  • Fatigue Material
  • Hardening Material
  • Impact Material
  • Hyperbolic Gap Material
  • Limit State Material
  • MinMax Material
  • ElasticBilin Material
  • ElasticMultiLinear Material
  • MultiLinear Material
  • Initial Strain Material
  • Initial Stress Material
  • PathIndependent Material
  • Pinching4 Material
  • Engineered Cementitious Composites Material
  • SelfCentering Material
  • Viscous Material
  • BoucWen Material
  • PyTzQz uniaxial materials for p-y, t-z and q-z elements for modeling soil-structure interaction through the piles in a structural foundation
    • PySimple1 Material
    • TzSimple1 Material
    • QzSimple1 Material
    • PyLiq1 Material
    • TzLiq1 Material
    • PySimple1Gen Command
    • TzSimple1Gen Command