Choose the structural question, then connect the laminate to the appropriate study. In the Virtual Test Lab, mount a composite specimen and follow its calculated force, displacement and response.
Through-thickness stress plots distinguish ply-level component response. This capture illustrates the CLT view, not an FSDT benchmark.
Workbench capture · September 6, 2026. This capture shows the interface with demo data. It is not a new solver run or a validation certificate. Control locations may differ in later releases.
Which load direction governs?
First-ply initiation envelopes compare five criteria in a mechanical-only teaching case. Sampled rays are not a converged design envelope.
What happens after first-ply failure?
Progressive ramp with maximum-stress initiation and teaching retained-property defaults. Load factor is not time; these strengths are not qualified allowables.
02.6 / How to use it
What to set, compare and check
01
Watch the specimen under load
Use the mounted specimen and connected equipment with virtual instrument playback. ASTM D3039-based tension and D7264-based flexure provide guided entry points; axial coupon playback connects eligible progressive-failure results.
02
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.
03
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.
04
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.
05
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.
06
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.
07
Creep, shape and uncertainty
Use reference-state studies to explore time response, prescribed-eigenstrain free release and bounded ABD sampling. Check the scope, inputs and output handoffs listed below before carrying a result forward.
08
Check the result before using it
After changing relevant inputs, rerun the selected Simulation. Check the assumptions, stale-result warnings, convergence and calibration before using the result.
Compatibility and model licensing are checked for the selected Simulation.
Finite-plate, thick-wall cylinder and reference-state analytical studies have distinct assumptions.
Reduced center-impact and center-indentation studies use thin symmetric orthotropic plates with explicit contact calibration. Ballistic penetration and general 3D finite-element solves remain outside this scope.
Teaching inputs and software checks do not establish experimentally qualified allowables.
Wing skins, spars, and ribs plus a wound composite tube represent plate, pressure, torsion, and axial-load analyses.Controls and workflow details · 6 features
Plate CLT/FSDT, membrane/beam and Euler studies
Thin-wall and layerwise cylinder models; separate Donnell buckling
Layerwise sections, lap joints, sandwich bending and supported cohesive growth
Five existing criteria, separate LaRC04 initiation and open-hole strength
Calibrated S–N and separate residual-property fatigue
Axial creep / relaxation, prescribed-eigenstrain tool release and bounded uncertainty