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Abaqus Coupled Thermomechanical Analysis Workflow

abaqus-coupled-analysis

Complete workflow for coupled thermomechanical analysis. Use when user mentions thermal stress, thermal expansion, or temperature causing deformation.

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Full skill instructions

Abaqus Coupled Thermomechanical Analysis Workflow

Analyze problems where temperature and mechanical response interact. Use for thermal stress, expansion-induced deformation, and high-temperature structural components.

When to Use This Skill

Natural language triggers:

  • "Thermal stress analysis"
  • "Thermomechanical coupling"
  • "Temperature causes stress/​deformation"
  • "Thermal expansion effects"
  • "Heat causes deformation"
  • "Thermal shock"
  • "High temperature component"
  • "Thermal gradient stress"

Route elsewhere:

  • Heat transfer only (no stress) -> /​abaqus-thermal-analysis
  • Structural only (no thermal) -> /​abaqus-static-analysis

Prerequisites

Before starting coupled analysis:

  1. Working thermal OR structural analysis that converges
  2. Material must have BOTH thermal and mechanical properties
  3. Understand whether coupling is one-way or two-way

Workflow: Coupled Thermomechanical Analysis

Step 1: Determine Coupling Type

Ask if unclear: "Does mechanical deformation affect the temperature field?"

ScenarioCoupling TypeApproach
Heat causes stress, no feedbackOne-waySequential coupling
Friction or plastic work generates heatTwo-wayFully coupled
Large deformation changes heat pathTwo-wayFully coupled
Simple thermal expansionOne-waySequential is simpler

Decision rule: If only temperature affects stress -> Sequential. If deformation affects temperature -> Fully coupled.

Step 2: Define Complete Material Properties

Material must include BOTH sets:

Mechanical: E (Young's modulus), nu (Poisson's ratio)

Thermal: k (conductivity), alpha (expansion coefficient), T_ref (reference temperature)

For transient: Also need cp (specific heat) and rho (density)

Typical steel values (SI-mm units):

  • E = 210000 MPa, nu = 0.3
  • k = 50 mW/(mm*K), alpha = 12e-6 /​K
  • cp = 5.0e11 mJ/(tonne*K), rho = 7.85e-9 tonne/​mm^3

Step 3: Choose Analysis Type

Fully Coupled (simultaneous):

  • Use CoupledTempDisplacementStep
  • Response: STEADY_STATE or TRANSIENT
  • Elements: C3D8T, C3D8RT, or C3D10MT (coupled elements)

Sequential (thermal first, then structural):

  1. Run thermal analysis with HeatTransferStep
  2. Import temperature results into structural model
  3. Run structural analysis with StaticStep

Step 4: Set Initial Conditions

  • Define initial temperature (should match T_ref for zero initial stress)
  • Thermal strain = alpha * (T - T_ref)

Step 5: Apply Boundary Conditions

Thermal BCs: Temperature, heat flux, convection, or radiation

Mechanical BCs: Fixed supports (prevent rigid body motion)

Step 6: Mesh with Appropriate Elements

ElementDescriptionUse
C3D8T8-node coupled brickGeneral coupled
C3D8RTReduced integrationFaster, watch hourglassing
C3D10MT10-node tetComplex geometry

For sequential: Use standard thermal elements (DC3D8) then structural elements (C3D8R).

Step 7: Request Coupled Output Variables

Key variables to request:

  • S: Mechanical stress
  • U: Displacement
  • NT: Temperature (nodal)
  • THE: Thermal strain
  • E: Total strain
  • EE: Elastic strain (mechanical only)

What to Ask User

If requirements unclear, ask:

  1. Is the coupling one-way (heat->stress) or two-way (mutual interaction)?
  2. Steady-state or transient thermal conditions?
  3. What is the reference temperature (zero thermal strain)?
  4. What temperatures will be applied?
  5. Are there any mechanical loads in addition to thermal effects?

Validation Checklist

After setup, verify:

  • Expansion coefficient (alpha) defined with correct T_ref
  • Initial temperature matches T_ref (for zero initial stress)
  • Both mechanical and thermal BCs applied
  • Using coupled elements (C3D*T) for fully coupled
  • Thermal strain (THE) appears in output requests

Troubleshooting

ProblemLikely CauseSolution
Large/​unrealistic thermal strainWrong alpha unitsalpha should be ~1e-5/​K for metals
Zero thermal stressMissing Expansion propertyAdd material.Expansion()
Non-convergenceLarge temperature changeReduce time increments or deltmx
No thermal expansion effectWrong element typeUse coupled elements (C3D8T not C3D8)
Cannot import ODBPath or step name wrongVerify ODB exists and step name matches

Related Skills

  • /​abaqus-thermal-analysis - Thermal-only (heat transfer without stress)
  • /​abaqus-static-analysis - Structural-only (no thermal effects)
  • /​abaqus-field - Import temperature fields from external sources
  • /​abaqus-material - Material property definitions
  • /​abaqus-step - Analysis step configuration

Code Patterns

For API syntax and code examples, see:

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