Workflow / 03.5 Design

Evaluate the complete
composite structure.

Choose a compatible released plate, cylinder, beam, section, joint or analytical study. Shared laminate inputs do not make every model combination valid.

Workbench path

Choose. Inspect. Refine.

Select the case

Choose a simulation block and the run you want to study.

Inspect in Live Sim

See geometry, assignments and results together.

Refine the model

Change geometry or selections and follow the downstream effect.

Open the complete block workflow guide ↗
Trace the selected input path

Stored ply properties bypass Micro. Mixed stacks keep both paths. Gray blocks are not selected. Geometry, process schedules and other model records are omitted here for clarity; a real run must include all required references.

Fatigue uses intact CLT endpoint stresses and measured S–N calibration. It is evaluated separately from Run and progressive failure. The dashed handoff is not active: optimization still uses current properties until a degradation law is supplied.

MaterialsSelectedMicroRecipe → ply propertiesLaminateOne shared stackMechanical caseSelectedThermal caseSelectedMoisture caseSelectedSimulationSelectedFatigueSeparate evaluationOptimizationCurrent propertiesModels · S–N curvesMeasured calibrationDashed pink arrow: residual-fatigue study is separate—not an automatic property transfer.

Materials → Micro → Laminate.

Teaching illustration only. Controls change this diagram, not your database or Workbench simulation. Use the Workbench solver for stresses, failure and qualified comparisons.

03.5 / Workflow focus

Connected engineering record
01

Plate and beam response

Use the released CLT/FSDT finite-plate or membrane/beam path with compatible dimensions, loads and supports. Buckling, modal and static bending are distinct study choices.

02

Cylinder formulations

Thin-wall membrane and layerwise thick-wall elasticity have different load and process limits. Donnell axial buckling is a separate thin-shell study with an explicit knockdown factor.

03

Sections and joints

Layerwise sections, lap joints and sandwich bending have their own geometry and interfaces. The analytical Volkersen / Goland–Reissner study is a separate identical-adherend elastic approximation.

04

Failure and notches

The five existing criteria support eligible CLT first-ply / progressive calculations. LaRC04 linear-shear initiation and calibrated open-hole strength are separate studies, not additional progressive choices.

05

Fatigue

S–N models predict life from calibrated data. Residual stiffness / strength requires independently fitted retention laws in its separate study; neither automatically changes optimization properties.

06

Creep, shape and uncertainty

Reference-state studies explore time response, prescribed-eigenstrain free release and bounded ABD sampling. Their scope, inputs and output handoffs are listed below.

07

Keep validation data connected

Run the selected Simulation after relevant edits. Review model assumptions, stale-result warnings, convergence and calibration before interpreting the result.

Use this workflow in Workbench: interactive Blocks, record selections and connection controls →

Connected model layer

Design · released model connections

Select a model family to follow its inputs, results, theory and exercise. All model families ↗

Follow the connections

Heat, moisture & manufacturing

01 · Inputs

Material laws & boundary cycles

Laminate and prescribed temperatures, CTE and effective post-gel shrinkage

02 · Choose a model family

Transport & reaction

03 · Results / handoff

History & compatible process fields

Free-release CLT curvature and separate corner spring-in estimate; not an automatic process-history handoff

Tool-release shape

Free CLT release from prescribed ply-local shrinkage/thermal eigenstrains. Corner spring-in is a separate uniform-strain estimate. Stress-free temperature and effective post-gel shrinkage need calibration. No tool friction, cure kinetics or viscoelastic restraint history.

Model choices and Workbench location

Structural models → Tool-release shape

  • Free-release eigenstrain & spring-in
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