03 / Workflow

Start with the material. Follow it into the design.

Work through materials, micromechanics, laminates, processing and structural design, then share the study through the CDS cloud. Keep the connections visible so you can see which inputs each result depends on.

Connected engineering flow

From material definition to engineering result.

Select a block to explore its inputs, results and theory. Run the engineering solvers in Workbench.

Materials Workbench view
Full-size Workbench view ↗

Materials

Traceable constituent properties

Start with source-aware elastic, strength, density and transport data. Teaching records help you explore; qualified design requires appropriate allowables.

InputFiber, matrix and coreResultTraceable constituent properties

Fatigue is optional and separate from progressive failure. An S–N life prediction is not a stiffness or strength reduction. Finite-plate CLT/FSDT and thick-wall cylinder studies have their own limits; they do not automatically include every process or failure model.

Follow the linked physics from constituent data through micromechanics, laminate response, equipment and processing, structural analysis and specialist studies.

Open complete model hierarchy

Open full-size master diagram ↗

Original master model workflow: Materials, Micromechanics, Laminates, Processing and Structural Analysis sections on the left, with connected model blocks across each layer

Select a stage or model block for its theory and workflow. Open full-size diagram · Explore current model availability and limits. This hierarchy shows the model relationships, not a single simulation with every connection enabled.

Open the Model Map in Theory

Interactive model map

Choose the physics. Follow the connections.

Start with an engineering application, then expand its branch to see models, inputs, results and theory. These six topics cover all 59 current model families, including the specialist studies.

Materials & micromechanics

Design a ply or reinforced feedstock

Explore 1 family · 9 model choices
Micromechanics · 9

Models browser → Micromechanics · source: Micro

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Micromechanics · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsConstituents, architecture, fractions and calibrated modifiersResults / handoffReference ply properties for each linked laminate ply
  • Halpin–Tsai
  • Rule of mixtures
  • Modified rule of mixtures
  • Chamis
  • Mori–Tanaka
  • Hashin–Rosen
  • Self-consistent scheme
  • Woven fabric bridging
  • Cox shear-lag elastic

One compatible homogenization model per Micro recipe. Use separate recipes for comparisons; they are not combined in a single ply.

Heat, moisture & manufacturing

Cure, pultrusion, conditioning and tool release

Explore 6 families · 19 model choices
Cure, crystallization & material transport · 10

Models → material-model folders · assigned through Materials

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Cure, crystallization & material transport · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsCalibrated kinetics, modulus or transport laws and material assignmentResults / handoffMaterial laws consumed by compatible Micro or transport calculations
  • Kamal–Sourour autocatalytic
  • Kamal–Sourour with diffusion control
  • Nth-order Arrhenius
  • CHILE (degree of cure)
  • UV intensity-dependent cure
  • Nakamura–Avrami
  • Temperature-dependent tabular
  • Temperature-dependent thermal properties
  • Arrhenius polymer thermal degradation
  • 1D Fickian diffusion

Independent model records can be linked together through material inputs. A saved model must be assigned to a material before it contributes to a simulation.

Thermal transport · 4

Models browser → Thermal transport · source: CASES / Thermal

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Thermal transport · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate transport properties, initial state and the thermal case’s own surface cycleResults / handoffTemperature and supported polymer-state histories; mapped fields only when coupling is enabled
  • 1D transient heat transfer
  • 1D steady-state heat transfer
  • 1D pultrusion thermal cure
  • Çelik thermal contact resistance

One transport formulation per thermal case. Select its laminate and configure its own initial conditions and surface cycle; pultrusion additionally requires a distance-based die schedule and pulling velocity.

Moisture transport · 2

Models browser → Moisture transport · source: CASES / Moisture

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Moisture transport · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate diffusion properties, initial moisture and its own boundary scheduleResults / handoffMoisture history and enabled swelling contribution
  • 1D transient moisture diffusion
  • 1D steady-state moisture diffusion

One formulation per moisture analysis. Thermal and moisture analyses can both be linked in Simulation; each needs its own boundary conditions.

Nonlinear roller rubber · 1

Models → Roller contact → Rubber constitutive law; assigned through the linked elastomer

The linked pultrusion starter does not contain a rubber-coated roller. Add the coating, a calibrated elastomer and a compatible contact model in Workbench before evaluating this law.

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Nonlinear roller rubber · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsCalibrated Neo-Hookean elastomer coefficients and a compatible bonded coating/contact setupResults / handoffConstitutive response consumed by supported nonlinear coated-roller contact; not a standalone process solve
  • Neo-Hookean roller rubber

Linked elastomer material law for finite-strain bonded coating contact. Coefficients require measured calibration.

Rubber-covered roller contact · 1

Geometry → Rollers; Models → Roller contact

Thermal starting point: add roller Geometry and a roller boundary; the supplied die exercise does not contain a roller.

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Rubber-covered roller contact · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsRoller radius, width, coating or metal properties, applied force and supported contact assumptionsResults / handoffContact footprint and pressure feeding applicable moving-process thermal and quality histories
  • Bonded-layer roller contact

Bonded coating on a rigid core against a rigid flat. Geometry selects Infinite width (analytical plane strain) or Finite width (3D elastic contact with axial end spreading). Small deformation and optional prescribed sliding friction; no hyperelasticity or rolling resistance.

Tool-release shape · 1

Structural models → Tool-release shape

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Tool-release shape · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate and prescribed temperatures, CTE and effective post-gel shrinkageResults / handoffFree-release CLT curvature and separate corner spring-in estimate; not an automatic process-history handoff
  • Free-release eigenstrain & spring-in

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.

Welding & internal heating

Connect absorbed power, bondline temperature, pressure and healing

Explore 1 family · 4 model choices
Microwave and induction heating · 4

Cases → Thermal → Incoming material conditions → Internal heating; Equipment → Heating → Electromagnetic

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Microwave and induction heating · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit source power and timing, physical target plies, thermal properties, and calibrated deposition or all-ply dielectric dataResults / handoffAbsorbed power, cell heat generation and through-thickness temperatures; contact/healing only when their own calibrated models are linked
  • Microwave calibrated heating
  • Microwave layered absorption
  • Induction calibrated heating
  • Induction analytical coil heating

Internal power in a transient through-thickness thermal stack. Use fixed-property layered microwave absorption, calibrated deposition, or a prescribed-current analytical coil with explicit isolated-sheet conductivity. Analytical field and heat maps feed an area-averaged thermal patch. No cavity, coil-circuit, interply current-network or certified weld-strength solve.

Structural mechanics

Size plates, beams, shells, sandwich panels and joints

Explore 10 families · 20 model choices
Plate · CLT & FSDT · 6

Structural models → Laminate mechanics · CLT / FSDT

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Plate · CLT & FSDT · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate stiffness, finite plate dimensions, supported edges and study choiceResults / handoffFSDT static bending or selected buckling / modal results; not progressive damage
  • CLT
  • FSDT
  • Static bending
  • Modal
  • Buckling
  • Buckling and modal

Choose a formulation and study. Buckling and modal can be requested together; static bending requires FSDT. These are reference-elastic studies, separate from coupled process or progressive failure.

Cylinder · 2

Structural models → Cylinder models

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Cylinder · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate, cylinder dimensions and formulation-compatible pressure / axial loadingResults / handoffThin-wall membrane response or layerwise radial fields, with distinct assumptions
  • Linear thin-wall membrane
  • Layerwise thick-wall elasticity

Choose one cylinder formulation per case record. Geometry and plies remain shared; thick-wall radial results exclude torsion and process strains.

Membrane, bending & beam buckling · 3

Structural models → Laminate mechanics → Membrane, bending & beam

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Membrane, bending & beam buckling · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate, compatible section and static or Euler load caseResults / handoffMembrane / bending response or separate Euler buckling result
  • Linear static
  • Linear static with failure indices
  • Beam Euler buckling

Geometry and the case determine the membrane or beam-test interpretation. Euler buckling requires a compatible beam section and a separate reference-elastic study; it is not a strength or local-buckling pass.

Layerwise sections, joints & delamination · 3

Structural models → Layerwise sections & joints

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Layerwise sections, joints & delamination · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsSection or lap geometry, laminate, loads and calibrated interface propertiesResults / handoffx–z fields; coupled ply damage and delamination only for the supported layerwise plate path
  • Layerwise x-z plane strain
  • Single-lap x-z plane strain
  • Coupled delamination growth

Coupled delamination is available only for the layerwise Plate section and needs calibrated interface and ply properties. Lap-shear uses its separate joint geometry and perfectly bonded elastic formulation.

Sandwich bending · 1

Structural models → Sandwich bending

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Sandwich bending · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsFaces, core, dimensions and three-point-bend loadResults / handoffDeflection and separate face, core and nominal bond-shear screening
  • Sandwich three-point bend

Dedicated sandwich screening. Check core, faces and nominal bond shear separately; peel, mixed-mode debonding and crack growth are not assessed.

D5961-inspired pretensioned bolted assembly · 1

Structural models > Bolted joints > Analytical preload and failure limits

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D5961-inspired pretensioned bolted assembly · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsJoint geometry, bolt pretension, friction, clearances and independent measured-strength limitsResults / handoffElastic stick/slip, bearing and failure-onset screening; uniform washer compression, not progressive ultimate strength
  • Bolted joint · analytical preload and failure limits

Single-fastener monotonic elastic stick, Coulomb slip and clearance-bearing law with independent measured bearing, net-section, shear-out, clamp-compression and bolt-shear limits. Uniform washer pressure; no 3D contact or progressive ultimate failure. ASTM D5961 is a method reference; teaching setup is not a compliance claim.

Bolted assembly · finite-difference fields · 1

Structural models > Bolted joints > Orthotropic finite-difference membrane

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Bolted assembly · finite-difference fields · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsOrthotropic membrane, bolt layout, unilateral spring-pin contact and prescribed annular frictionResults / handoffMembrane stress and strain maps with a separate uniform washer compression estimate; no 3D clamping or ply damage
  • Bolted joint · orthotropic finite-difference membrane

CDS variational finite-difference membrane model, unilateral spring pin and prescribed annular friction. Separately superposed uniform washer compression is not a 3D solution. The cited clamping paper motivates model limits; CDS does not reproduce its 3D progressive-damage formulation.

Hybrid bonded / bolted lap joint · 1

Structural models > Bolted joints > Hybrid bonded / bolted lap joint

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Hybrid bonded / bolted lap joint · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLap geometry, adherends, adhesive and compatible discrete fastener propertiesResults / handoffCompatible adhesive and fastener load transfer by analytical Green-function or finite-difference shear lag; no hybrid peel or progressive damage
  • Hybrid joint · Volkersen and discrete bolt load sharing

Equal adherends with adhesive shear-lag, one or two clearance/friction/bearing connectors, closed-form Green-function or finite-difference solution. Shared displacement determines load sharing. No hybrid peel, prying, adhesive plasticity, crack growth or progressive ultimate strength.

Analytical bonded joint · 1

Structural models → Layerwise sections & joints → Analytical bonded joint

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Analytical bonded joint · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsIdentical equivalent-elastic adherends, adhesive, overlap, width and tensile forceResults / handoffVolkersen shear and Goland–Reissner shear / peel; no debond growth
  • Volkersen & Goland–Reissner joint

Identical equivalent-elastic adherends, long free arms and a thin elastic adhesive. Compare shear-only Volkersen with eccentric single-lap shear and peel. Not a debonding, plasticity or strength calculation.

Cylinder buckling · 1

Structural models → Cylinder models → Cylinder buckling

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
Cylinder buckling · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsThin specially orthotropic shell, radius, length, axial compression and prescribed knockdownResults / handoffIdeal / knocked-down Donnell axial buckling and governing mode; no pressure or postbuckling
  • Donnell cylinder · axial buckling

Simply supported, thin, specially orthotropic cylinder under uniform axial compression. Discrete Donnell modes; prescribed knockdown factor explores imperfection sensitivity, not a prediction from measured imperfection amplitude. No pressure, torsion, postbuckling or strength pass.

Failure, durability & variability

Assess strength, service life and sensitivity

Explore 7 families · 15 model choices
Failure & envelope comparison · 5

Structural models → Laminate mechanics → Failure criteria

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Failure & envelope comparison · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsEligible CLT load case, strengths / strain limits and selected criterionResults / handoffFirst-ply envelopes or supported progressive ply-damage histories; criteria are not blended
  • Maximum stress
  • Maximum strain
  • Tsai–Hill
  • Tsai–Wu
  • Hashin

One primary failure criterion per load. In Response → Failure, compare all eligible theories or a custom selection in the envelope controls. Each theory runs independently; criteria are not blended.

Fatigue S–N · 5

Structural models → Laminate mechanics → Fatigue

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Fatigue S–N · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsIntact ply stresses, cyclic loads and measured S–N calibrationResults / handoffSeparate life assessment; no automatic laminate degradation
  • Kim–Zhang
  • Sendeckyj
  • Weibull S–N
  • Kohout–Vechet
  • Basquin

Select calibrated S–N curves for each material, direction and stress sign in Fatigue. Different sources can use different models. S–N life does not define residual stiffness or strength.

Open-hole strength · 1

Structural models → Laminate mechanics → Failure criteria → Open-hole strength

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Open-hole strength · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsSpecially orthotropic laminate, hole radius, unnotched strength and calibrated distancesResults / handoffPoint / average stress strength screening and radial stress profile
  • Whitney–Nuismer open-hole tension

Infinite-width, specially orthotropic tension screening. Point and average stress distances must be calibrated independently for this laminate. Not compression, bearing or a joint allowable.

Creep & stress relaxation · 1

Structural models → Laminate mechanics → Creep & stress relaxation

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Creep & stress relaxation · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate Ex, Prony fractions / times and held stress or strain at calibration temperatureResults / handoffSeparate axial creep and relaxation curves with time-refinement safeguards
  • Generalized Maxwell · axial Prony

Linear uniaxial response at the calibration temperature. Reference Ex is the instantaneous modulus. Three Maxwell branches; creep is solved from stress equilibrium, not the reciprocal relaxation modulus. No thermal shifting or nonlinear creep.

LaRC04 failure initiation · 1

Structural models → Laminate mechanics → Failure criteria → LaRC04

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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LaRC04 failure initiation · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate, membrane / bending resultants and calibrated effective ply strengthsResults / handoffLinear-shear LaRC04 initiation indices at ply faces; no progressive degradation
  • LaRC04 · linear shear

NASA LaRC04 linear-shear specialization, evaluated at both faces of every ply under membrane and bending loads. Supplied ply strengths are effective/in-situ values; no automatic thin-ply enhancement. Initiation only, not degradation or nonlinear-shear instability.

Fatigue residual properties · 1

Structural models → Laminate mechanics → Fatigue → Residual properties

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Fatigue residual properties · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsModulus, independently fitted stiffness / strength retention laws, life and elapsed cyclesResults / handoffResidual-property curves for the specified constant-amplitude calibration; saved laminate is unchanged
  • Calibrated residual-property fatigue

Prescribed power-law retention fitted to constant-amplitude tests at a fixed stress ratio, amplitude and temperature. Stiffness and strength have independent coefficients. S–N life alone cannot calibrate either. Does not modify the saved laminate.

Uncertainty & sensitivity · 1

Structural models → Uncertainty & sensitivity

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Uncertainty & sensitivity · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLaminate, bounded modulus / thickness / angle variations, seed and axial loadResults / handoffABD axial-strain percentiles and signed correlations; not certified reliability
  • Seeded laminate uncertainty

Seeded independent uniform sampling of shared modulus, ply-thickness and angle offsets. Recomputes laminate ABD for each sample. Bounds are assumptions, not measured distributions. Percentiles and sensitivity are exploratory, not reliability certification.

Virtual test lab

Explore specimen behavior and calibration

Explore 21 families · 21 model choices
D7136-25 · Elastic center impact · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D7136-25 · Elastic center impact · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffFirst plate mode with CLT bending stiffness and Hertz elastic contact. Symmetric specially orthotropic thin plate, center strike, supplied density and indentation coefficient. Force, displacement and energy histories; higher modes, membrane stiffening, permanent indentation and damage are excluded. ASTM D7136 is a method reference, not a compliance claim.
  • Virtual test · elastic center impact

First plate mode with CLT bending stiffness and Hertz elastic contact. Symmetric specially orthotropic thin plate, center strike, supplied density and indentation coefficient. Force, displacement and energy histories; higher modes, membrane stiffening, permanent indentation and damage are excluded. ASTM D7136 is a method reference, not a compliance claim.

D7136-25 · Calibrated center impact damage · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D7136-25 · Calibrated center impact damage · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffTwo-mass Hertz contact with irreversible calibrated scalar plate stiffness loss and explicit energy accounting. Supplied damage coefficients are illustrative until measured calibration. No damaged area, failure-mode map, penetration or residual CAI strength is predicted.
  • Virtual test · calibrated center impact damage

Two-mass Hertz contact with irreversible calibrated scalar plate stiffness loss and explicit energy accounting. Supplied damage coefficients are illustrative until measured calibration. No damaged area, failure-mode map, penetration or residual CAI strength is predicted.

D6264-23 · Quasi-static center indentation · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D6264-23 · Quasi-static center indentation · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffElastic CLT first-mode plate compliance plus Hertz indentation. Symmetric specially orthotropic thin plate and supplied contact coefficient. Total displacement is plate deflection plus contact indentation. Fixture compliance, permanent indentation and damage propagation are excluded.
  • Virtual test · center indentation

Elastic CLT first-mode plate compliance plus Hertz indentation. Symmetric specially orthotropic thin plate and supplied contact coefficient. Total displacement is plate deflection plus contact indentation. Fixture compliance, permanent indentation and damage propagation are excluded.

D6641-23 · Compression coupon · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D6641-23 · Compression coupon · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffUniform small-strain compression using linked laminate Ex and thickness. Measured compressive strength supplies a screening ratio; fixture, tabs, buckling and failure evolution are not simulated.
  • Virtual test · compression coupon

Uniform small-strain compression using linked laminate Ex and thickness. Measured compressive strength supplies a screening ratio; fixture, tabs, buckling and failure evolution are not simulated.

D5379-19(2026) / D7078-20(2025) · Shear coupon · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D5379-19(2026) / D7078-20(2025) · Shear coupon · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffUniform nominal shear between notches using linked laminate Gxy and thickness. Not a notch/fixture stress field or nonlinear shear solution. Gauge length is the effective shear deformation length, not crosshead travel.
  • Virtual test · nominal shear coupon

Uniform nominal shear between notches using linked laminate Gxy and thickness. Not a notch/fixture stress field or nonlinear shear solution. Gauge length is the effective shear deformation length, not crosshead travel.

D5528-21 · DCB opening · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D5528-21 · DCB opening · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffIdeal Euler–Bernoulli DCB with equal homogeneous 0° arms, each half the linked laminate thickness. No root rotation, shear, large displacement or cohesive growth. Critical load is an initiation estimate from supplied GIc.
  • Virtual test · DCB beam compliance

Ideal Euler–Bernoulli DCB with equal homogeneous 0° arms, each half the linked laminate thickness. No root rotation, shear, large displacement or cohesive growth. Critical load is an initiation estimate from supplied GIc.

D7905-19e1 · ENF sliding · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
D7905-19e1 · ENF sliding · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffIdeal equal-arm, homogeneous 0° ENF beam; support span is twice the half-span. Crack must be shorter than the half-span. No shear/root correction or unstable crack growth. GIIc is supplied, not fitted automatically.
  • Virtual test · ENF beam compliance

Ideal equal-arm, homogeneous 0° ENF beam; support span is twice the half-span. Crack must be shorter than the half-span. No shear/root correction or unstable crack growth. GIIc is supplied, not fitted automatically.

D6671-22 · Mixed-mode fracture envelope · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D6671-22 · Mixed-mode fracture envelope · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffBenzeggagh–Kenane envelope from calibrated GIc, GIIc and exponent. Supplied GI/GII are energy-release rates from a separate test reduction or analysis. This does not resolve the MMB lever fixture or propagate a crack.
  • Virtual test · BK mixed-mode envelope

Benzeggagh–Kenane envelope from calibrated GIc, GIIc and exponent. Supplied GI/GII are energy-release rates from a separate test reduction or analysis. This does not resolve the MMB lever fixture or propagate a crack.

D5229-20 · Moisture uptake calibration · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D5229-20 · Moisture uptake calibration · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffHomogeneous slab, initially dry, both faces held at equilibrium moisture. Fits diffusivity from two early uptake measurements (both ≤50% saturation) using the square-root-time approximation. Edge ingress and temperature dependence are excluded. Does not overwrite material properties.
  • Virtual test · Fickian uptake calibration

Homogeneous slab, initially dry, both faces held at equilibrium moisture. Fits diffusivity from two early uptake measurements (both ≤50% saturation) using the square-root-time approximation. Edge ingress and temperature dependence are excluded. Does not overwrite material properties.

D5961-23 · Bearing / bypass screening · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D5961-23 · Bearing / bypass screening · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffSingle-pin nominal bearing, net-section and shear-out checks with independent measured allowables. Bypass tension is added to net-section load only. No contact, bolt preload, load redistribution or validated bearing–bypass interaction envelope.
  • Virtual test · bearing bypass screening

Single-pin nominal bearing, net-section and shear-out checks with independent measured allowables. Bypass tension is added to net-section load only. No contact, bolt preload, load redistribution or validated bearing–bypass interaction envelope.

D6484-23 · Open-hole compression · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
D6484-23 · Open-hole compression · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffNominal gross/net stress and demand relative to measured open-hole compressive strength for this geometry and layup. This is test-data screening, not an uncalibrated notch-strength prediction. No local buckling or kink-band simulation.
  • Virtual test · measured open-hole compression

Nominal gross/net stress and demand relative to measured open-hole compressive strength for this geometry and layup. This is test-data screening, not an uncalibrated notch-strength prediction. No local buckling or kink-band simulation.

D6742-23 · Filled-hole comparison · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D6742-23 · Filled-hole comparison · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffCompares user-measured open- and filled-hole compressive strengths using gross-section stress. Use matched layup, hole, environment and fastener condition. Filling a hole does not automatically recover strength; no fastener contact/preload model is applied.
  • Virtual test · measured filled-hole comparison

Compares user-measured open- and filled-hole compressive strengths using gross-section stress. Use matched layup, hole, environment and fastener condition. Filling a hole does not automatically recover strength; no fastener contact/preload model is applied.

D7136-25 / D7137-23 · Impact & CAI assessment · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D7136-25 / D7137-23 · Impact & CAI assessment · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffIncident energy from measured impact velocity; residual compressive strength from measured peak CAI force. Rebound energy estimates energy not returned to the striker, NOT damage energy. No impact/contact solver, damage-area prediction or energy-to-strength extrapolation.
  • Virtual test · measured impact and CAI

Incident energy from measured impact velocity; residual compressive strength from measured peak CAI force. Rebound energy estimates energy not returned to the striker, NOT damage energy. No impact/contact solver, damage-area prediction or energy-to-strength extrapolation.

D5766-23 · Open-hole tension · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
D5766-23 · Open-hole tension · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffGross/net nominal tension and demand relative to measured open-hole tensile strength for the same geometry and layup. No uncalibrated notch-strength prediction, local hole stress or damage evolution.
  • Virtual test · measured open-hole tension

Gross/net nominal tension and demand relative to measured open-hole tensile strength for the same geometry and layup. No uncalibrated notch-strength prediction, local hole stress or damage evolution.

D3479-19(2023) · Tension–tension fatigue · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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D3479-19(2023) · Tension–tension fatigue · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffConstant-amplitude Basquin S–N interpolation using stress AMPLITUDE, calibrated at one exact tensile R ratio. Coefficients and limits are hypothetical defaults: replace them and document the measured source/environment in Parameter basis. No damage growth, scatter, self-heating or extrapolated life.
  • Virtual test · calibrated tension fatigue

Constant-amplitude Basquin S–N interpolation using stress AMPLITUDE, calibrated at one exact tensile R ratio. Coefficients and limits are hypothetical defaults: replace them and document the measured source/environment in Parameter basis. No damage growth, scatter, self-heating or extrapolated life.

D7291-22 · Flatwise laminate tension · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
D7291-22 · Flatwise laminate tension · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffCircular coupon loaded normal to its plane through bonded thick metal end-tabs. Uniform stress uses actual circular area, supplied through-thickness Ez and linked stack thickness. In-plane E2 is not Ez. Block/bond restraint and interlaminar failure evolution are excluded.
  • Virtual test · flatwise laminate tension

Circular coupon loaded normal to its plane through bonded thick metal end-tabs. Uniform stress uses actual circular area, supplied through-thickness Ez and linked stack thickness. In-plane E2 is not Ez. Block/bond restraint and interlaminar failure evolution are excluded.

C273-20 · Core shear · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
C273-20 · Core shear · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffBare-core nominal shear between bonded loading plates. Stress is force / bonded plan area; shear strain uses explicit core G and relative plate displacement across linked core thickness. Use a core-only stack. End effects, adhesive slip and cell-scale fields are excluded.
  • Virtual test · core shear

Bare-core nominal shear between bonded loading plates. Stress is force / bonded plan area; shear strain uses explicit core G and relative plate displacement across linked core thickness. Use a core-only stack. End effects, adhesive slip and cell-scale fields are excluded.

C365-22 · Core flatwise compression · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
C365-22 · Core flatwise compression · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffUniform flatwise compression of a core-only stack between platens. Supplied core Ez gives elastic strain and shortening. Nominal stress uses the full plan area including cells. No crush plateau, densification, platen friction or automatic 2%-deflection strength inference.
  • Virtual test · core compression

Uniform flatwise compression of a core-only stack between platens. Supplied core Ez gives elastic strain and shortening. Nominal stress uses the full plan area including cells. No crush plateau, densification, platen friction or automatic 2%-deflection strength inference.

C297-16(2024) · Sandwich flatwise tension · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
C297-16(2024) · Sandwich flatwise tension · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffUniform flatwise tension of equal-faced sandwich bonded to loading blocks. Compare nominal stress with independent measured core, bond and facesheet through-thickness strengths. Explicit Ez values give series compliance; bondline/block compliance is neglected. Core + two faces must equal linked stack thickness.
  • Virtual test · sandwich flatwise tension

Uniform flatwise tension of equal-faced sandwich bonded to loading blocks. Compare nominal stress with independent measured core, bond and facesheet through-thickness strengths. Explicit Ez values give series compliance; bondline/block compliance is neglected. Core + two faces must equal linked stack thickness.

C393-20 · Sandwich core flexure · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
C393-20 · Sandwich core flexure · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffSymmetric three-point sandwich nominal core shear and mean facesheet stress from actual core/face dimensions. Equal thin faces, negligible axial core load. Core + two faces must match linked stack. Screening only: no indentation, wrinkling, debond growth or predicted displacement.
  • Virtual test · sandwich core flexure

Symmetric three-point sandwich nominal core shear and mean facesheet stress from actual core/face dimensions. Equal thin faces, negligible axial core load. Core + two faces must match linked stack. Screening only: no indentation, wrinkling, debond growth or predicted displacement.

D7249-20 · Sandwich facesheet flexure · 1

Models → Structural models → ASTM · Virtual Test Lab

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
D7249-20 · Sandwich facesheet flexure · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsLinked laminate and explicit specimen, load or measured calibration inputsResults / handoffSymmetric four-point long-beam sandwich with equal thin faces and support span/total thickness >20. Nominal face/core stress plus ideal elastic midspan displacement from supplied face Ex and core G. Ignores axial core stiffness, indentation, wrinkling, adhesive compliance and damage. Not a D7250 stiffness reduction.
  • Virtual test · sandwich facesheet flexure

Symmetric four-point long-beam sandwich with equal thin faces and support span/total thickness >20. Nominal face/core stress plus ideal elastic midspan displacement from supplied face Ex and core G. Ignores axial core stiffness, indentation, wrinkling, adhesive compliance and damage. Not a D7250 stiffness reduction.

Electromagnetics & RF

Design dielectric mixtures, shielding and periodic layers

Explore 13 families · 13 model choices
Wiener series and parallel · 1

Models → Electromagnetics · RF → Wiener series and parallel

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
Wiener series and parallel · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · Wiener series and parallel

Positive lossless dielectric bounds; complex directional estimates.

Looyenga / Landau–Lifshitz–Looyenga · 1

Models → Electromagnetics · RF → Looyenga / Landau–Lifshitz–Looyenga

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Looyenga / Landau–Lifshitz–Looyenga · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · Looyenga / Landau–Lifshitz–Looyenga

One cube-root mixing law, not two independent models.

Maxwell–Garnett · 1

Models → Electromagnetics · RF → Maxwell–Garnett

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Maxwell–Garnett · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · Maxwell–Garnett

Dilute subwavelength spherical inclusions in a host.

Normal-incidence laminate TMM · 1

Models → Electromagnetics · RF → Normal-incidence laminate TMM

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
Normal-incidence laminate TMM · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit dielectric A/B layers, thicknesses, repetition, frequency and supported polarizationResults / handoffReflection, transmission, absorption and shielding spectra; no mechanical coupling
  • EM · Normal-incidence laminate TMM

Coherent isotropic nonmagnetic layers between air half-spaces.

Bruggeman symmetric EMT · 1

Models → Electromagnetics · RF → Bruggeman symmetric EMT

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
Bruggeman symmetric EMT · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · Bruggeman symmetric EMT

Two positive-permittivity phases; no explicit contact network.

EM Mori–Tanaka · 1

Models → Electromagnetics · RF → EM Mori–Tanaka

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
EM Mori–Tanaka · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · EM Mori–Tanaka

Scalar principal-axis ellipsoidal field approximation.

EM self-consistent · 1

Models → Electromagnetics · RF → EM self-consistent

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
EM self-consistent · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · EM self-consistent

Scalar principal-axis self-consistency; spherical case equals Bruggeman.

Differential effective medium · 1

Models → Electromagnetics · RF → Differential effective medium

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

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Differential effective medium · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · Differential effective medium

Incremental mixing with time-step refinement check.

Coated sphere and interphase · 1

Models → Electromagnetics · RF → Coated sphere and interphase

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
Coated sphere and interphase · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · Coated sphere and interphase

Concentric subwavelength coated spheres; no dynamic Mie scattering.

Generalized multiphase EMT · 1

Models → Electromagnetics · RF → Generalized multiphase EMT

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
Generalized multiphase EMT · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit host/inclusion electrical properties and fractionsResults / handoffEffective permittivity; manual handoff to an RF layer, not an automatic mechanical-property update
  • EM · Generalized multiphase EMT

Spherical multiphase Bruggeman with convergence checks.

Oblique polarized laminate TMM · 1

Models → Electromagnetics · RF → Oblique polarized laminate TMM

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
Oblique polarized laminate TMM · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit dielectric A/B layers, thicknesses, repetition, frequency and supported polarizationResults / handoffReflection, transmission, absorption and shielding spectra; no mechanical coupling
  • EM · Oblique polarized laminate TMM

TE or TM waves; scalar isotropic layers, no polarization conversion.

1D transmission line matrix · 1

Models → Electromagnetics · RF → 1D transmission line matrix

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
1D transmission line matrix · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit dielectric A/B layers, thicknesses, repetition, frequency and supported polarizationResults / handoffReflected and transmitted pulse histories and spectra; mesh and energy checks
  • EM · 1D transmission line matrix

Normal-incidence lossless delay-line mesh with pulse decay, energy and mesh-refinement safeguards. Explicit Run required; not a 3D solver.

1D Floquet–Bloch periodic layers · 1

Models → Electromagnetics · RF → 1D Floquet–Bloch periodic layers

Representative exercise workflow · supplied records remain in place; only used connections have arrows.

Enlarge workflow ↗
1D Floquet–Bloch periodic layers · Fixed layout with all supplied blocks · not solved results
About this workflow view

All blocks keep the CREATE / DISCOVER / SIMULATE positions, with Equipment below Geometry; unused records remain disconnected. This changes the view only, not the exercise records. The diagram shows the setup, not solved results.

InputsExplicit dielectric A/B layers, thicknesses, repetition, frequency and supported polarizationResults / handoffPeriodic-cell eigenvalues, folded Bloch phase and stop-band decay
  • EM · 1D Floquet–Bloch periodic layers

Lossless isotropic A/B unit-cell eigenvalues, folded Bloch phase and stop-band attenuation at normal incidence. Not arbitrary-cell homogenization.

Detailed integrated solver hierarchy · open the full diagram
Integrated composite solver hierarchy from materials and Cox elastic micromechanics through CLT, FSDT, cylinder mechanics, LaRC04, cohesive delamination and separate fatigue assessment

Each branch has its own compatible inputs and assumptions—not every model runs in one simulation. Fatigue S–N and calibrated residual-property studies are separate from progressive failure; neither automatically changes the saved laminate or optimization properties. ∑ Fatigue theory.

Optimization, progressive updates, reports and exports support compatible studies. Explore automation and results → · Compare packages and prices →

Find the detail you need

Use the User Guide when you need a control or practical workflow, the Theory Manual to check equations and model limits, and the Training Manual to work through exercises and checkpoints.

Complete PDF and Word editions · Read the Models & Workflow manual · Explore the exercises

RF and microwave studies

Dielectric phase inputsEffective medium→ manual property handoff →RF laminate and EM fieldReflection · transmission · shielding

Start RF screening with measured electrical properties. These separate studies do not infer dielectric behavior from mechanical data or automatically couple electromagnetic heating into a process cycle.

Models, equations, worked example and limits ↗