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Abaqus Amplitude Skill

abaqus-amplitude

Define time-varying amplitudes. Use when user mentions ramp, time-varying, cyclic, pulse, or gradually increasing loads. Does NOT handle static constant loads.

SKILL.md

Full skill instructions

Abaqus Amplitude Skill

This skill defines time-varying load and boundary condition profiles in Abaqus. Amplitudes act as multipliers that scale loads/​BCs over time.

When to Use This Skill

Route here when user mentions:

  • "Gradually increase the load", "ramp up the force"
  • "Cyclic loading", "sinusoidal excitation"
  • "Pulse load", "impulse", "impact loading"
  • "Time-varying boundary condition", "loading history"
  • "Smooth transition", "avoid sudden load application"
  • "Earthquake input", "harmonic excitation"

Route elsewhere:

  • Constant static loads (no amplitude needed) → /​abaqus-load
  • Initial conditions, predefined fields → /​abaqus-field
  • Dynamic analysis setup → /​abaqus-dynamic-analysis

Workflow: Defining Amplitudes

Step 1: Understand User's Load Profile

Ask if unclear:

  • What shape? Ramp, sinusoidal, pulse, decay, custom?
  • What timing? Duration, frequency, peak time?
  • What magnitude? Amplitude is a multiplier (0.0-1.0 typical)

Step 2: Choose Amplitude Type

User DescribesAmplitude TypeKey Parameters
Linear increase/​decreaseTabularAmplitudeTime-value pairs
Smooth transition (no shock)SmoothStepAmplitudeTime-value pairs
Sinusoidal/​harmonicPeriodicAmplitudeFrequency, coefficients
Exponential decayDecayAmplitudeInitial, decayTime
Custom time historyTabularAmplitudeUser-provided data
Sudden on/​offTabularAmplitudeStep-like data points

Most common: TabularAmplitude with linear ramp (0,0) to (1,1)

Step 3: Determine Time Reference

SettingWhen to Use
timeSpan=STEPTime relative to current step start (most common)
timeSpan=TOTALTime from analysis beginning (multi-step analyses)

Step 4: Define Data Points

For TabularAmplitude and SmoothStepAmplitude:

  • Data is (time, amplitude_factor) pairs
  • Time values must be strictly increasing
  • Factor typically ranges 0.0 to 1.0 (can exceed if needed)
  • Factor multiplies the load/​BC magnitude

Step 5: Apply to Load or BC

Amplitudes are referenced by name when creating:

  • Loads: ConcentratedForce, Pressure, Gravity, etc.
  • BCs: DisplacementBC, VelocityBC, etc.

Key Decisions

Common Load Profiles

ProfileData PatternUse Case
Linear ramp(0,0), (1,1)Quasi-static loading
Ramp up/​down(0,0), (0.5,1), (1,0)Load cycle
Hold at peak(0,0), (0.1,1), (1,1)Ramp then sustain
Triangular pulse(0,0), (0.001,1), (0.002,0)Impact/​impulse
Step function(0,0), (0,1), (1,1)Sudden application

Smooth vs. Tabular

Use SmoothStepAmplitude whenUse TabularAmplitude when
Dynamic analysis (avoid shocks)Static analysis
Convergence issues from sudden loadsExact load profile needed
Continuous derivatives requiredStep functions needed

What to Ask User

InputRequiredHow to Get
Load profile shapeYESAsk: "How should the load vary over time?"
Peak timeYESAsk: "When should the load reach its maximum?"
DurationYESTypically matches step time
Frequency (if cyclic)If periodicAsk: "What frequency in Hz?"
Smooth or suddenRecommendedAsk if dynamic analysis

Validation Checklist

After defining amplitude:

  • Time values are strictly increasing
  • Factor range is appropriate (usually 0.0-1.0)
  • timeSpan matches analysis intent (STEP vs TOTAL)
  • Amplitude name matches what load/​BC references
  • For dynamic: smooth transitions to avoid numerical shocks
  • For periodic: frequency and coefficients are correct

Troubleshooting

ProblemLikely CauseSolution
"Amplitude not monotonic in time"Time values not increasingFix time sequence
Convergence issues with sudden loadDiscontinuity in profileUse SmoothStepAmplitude
Load too high/​lowMisunderstanding multiplierAmplitude is factor; adjust load magnitude
Wrong timing in multi-stepSTEP vs TOTAL confusionCheck timeSpan setting

Code Patterns

For API syntax and code examples, see:

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