UniaxialMaterial Command

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

uniaxialMaterial matType? arg1? ...

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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
• Concrete Materials
  • Concrete01 Material -- Zero Tensile Strength
  • Concrete02 Material -- Linear Tension Softening
  • Concrete04 Material -- Popovics Concrete Material
  • Concrete07 – Chang & Mander’s 1994 Concrete Model
  • ConfinedConcrete01 Material
• Multi-Purpose Materials
  • Elastic Uniaxial Material
  • Elastic-Perfectly Plastic Material
  • Elastic-Perfectly Plastic Gap Material
  • Elastic-No Tension Material
  • Parallel Material
  • Series Material
  • Hardening Material
  • Viscous Material
• Other Uniaxial Materials
  • SAWS Material
  • BARSLIP Material
  • Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
  • Fatigue Material
  • Hyperbolic Gap Material
  • Limit State Material
  • PINCHING4 Material
  • Engineered Cementitious Composites Material
  • SelfCentering Material
  • Impact 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