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abaqus-load

Apply forces and pressures to structures. Use when user asks to apply a force, add pressure, put a load on, or mentions gravity, point loads, or distributed forces.

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Abaqus Load Skill

Apply mechanical and thermal loads to FEA models - forces, pressures, gravity, and heat flux.

When to Use This Skill

Route here when user mentions:

  • "Apply a force", "add pressure", "put a load on"
  • "Gravity", "self-weight", "body force"
  • "Point load", "distributed load", "traction"
  • "Heat flux", "thermal load"
  • "Force in the X/Y/Z direction"

Route elsewhere:

  • Fixed supports, displacements, symmetry → /abaqus-bc
  • Contact forces between parts → /abaqus-interaction
  • Initial temperature fields, pre-stress → /abaqus-field
  • Time-varying load profiles → /abaqus-amplitude

Key Decisions

1. Which Load Type?

User DescribesLoad TypeUnits
Force at a point/vertexConcentratedForceN
Force spread over surfaceSurfaceTractionMPa
Normal pressure on surfacePressureMPa
Force along edgeLineLoadN/mm
Self-weight, accelerationGravitymm/s²
Heat input to surfaceSurfaceHeatFluxmW/mm²
Convective cooling/heatingFilmConditionmW/(mm²·K)

2. When to Convert Force to Traction

If user gives total force but it must be distributed:

Traction (MPa) = Total Force (N) / Surface Area (mm²)

Example: 1000 N on a 50×20mm face = 1000 / 1000 = 1.0 MPa

Sign Conventions

Load TypePositive (+)Negative (-)
PressureCompression (into surface)Tension (away from surface)
Force components (cf1, cf2, cf3)Positive axis directionNegative axis direction
GravityPositive axis accelerationNegative axis (comp2=-9810 for -Y)

What to Ask User

If not specified, clarify:

QuestionWhy It Matters
Force magnitude?Required for all loads
Direction (X, Y, Z)?Needed for directional loads
Point or distributed?Determines ConcentratedForce vs SurfaceTraction
Which surface/vertex?Defines load application region
Constant or time-varying?May need amplitude definition

Direction Specification

Load TypeHow Direction Works
ConcentratedForcecf1, cf2, cf3 = X, Y, Z components
SurfaceTractiondirectionVector=((origin), (endpoint))
PressureAlways normal to surface (no direction needed)
Gravitycomp1, comp2, comp3 = acceleration components
LineLoadcomp1, comp2, comp3 = force/length components

Common Scenarios

Standard Gravity Setup

  • Acceleration: comp2 = -9810 mm/s² (for -Y direction)
  • Requires material density defined - without it, gravity has no effect

Pressure vs Traction

  • Pressure: Always normal to surface, simpler to define
  • Traction: Arbitrary direction, use when force isn't perpendicular

Thermal Loads

  • Heat flux: Direct heat input (mW/mm²)
  • Film condition: Convection with ambient temperature

Time-Varying Loads

For loads that change over time:

  1. First define amplitude using /abaqus-amplitude
  2. Reference amplitude name when creating load

Modifying Loads Across Steps

ActionMethod
Change magnitudesetValuesInStep()
Turn off loaddeactivate()
Different load in each stepCreate load with step name

Troubleshooting

ProblemLikely CauseSolution
Zero reaction forcesWrong direction or tiny magnitudeCheck direction vector and units
Gravity has no effectMissing densityAdd density to material definition
Load region not foundTypo in set/surface nameVerify name matches exactly
Equilibrium not achievedLoad too largeReduce magnitude or improve convergence
Negative eigenvalueStructure unstableCheck BCs provide adequate support

Validation Checklist

Before running analysis:

  • Load applied to correct region (surface, vertex, edge)
  • Direction matches physical scenario
  • Magnitude in correct units (N, MPa, mW/mm²)
  • Load assigned to correct step (not Initial)
  • Density defined if using gravity
  • Reactions should balance applied loads

Code Patterns

For API syntax and implementation examples, see:

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