Vinayak Nair/ AEROSPACE

Projects / AeroFrame-DT

18 / 18 requirements verifiedSynthetic / non-OEM / non-certified

AeroFrame-DT

STRUCTURAL SUBSTANTIATION / PARAMETRIC CAD / NONLINEAR FEA / ALLOWABLES / FATIGUE / DAMAGE TOLERANCE

One synthetic pylon-to-wingbox attachment fitting carried from controlled geometry and load definition through hand analysis, nonlinear finite-element verification, material allowables, fatigue, damage tolerance, manufacturing sensitivity, and a five-variant geometry trade.

+0.151
Governing margin
18 / 18
Requirements
0.006%
FE equilibrium
5
e/D variants
Wireframe view of the AeroFrame-DT pylon-to-wingbox attachment fitting and fastener pattern.
AF-DT-1000 parametric fitting geometry and interface definition.
ANSYS equivalent-stress contour for the AeroFrame-DT fitting.
Nonlinear finite-element response used as part of the structural evidence chain.

01Engineering question

A pylon attachment fitting has several plausible failure paths: bearing at the pin, net-section tension, shear-out through the free edge, local plasticity at the bore, fastener/interface load transfer, and global compliance through the web and flange. The project was built around a narrower question: which model controls the decision, and can every change to that conclusion be traced back to geometry, material basis, loads, or verification evidence?

Sweep the edge-distance trade

The released configuration is loaded by default. Move e/D and watch the governing failure mode change hands near 1.35; the tolerance switch applies the worst modeled manufacturing stack.

This model needs JavaScript. Everything it demonstrates is described in the sections below.

02Analysis chain

1. GeometryParametric fitting, interfaces, fastener pattern and controlled e/D variants.
2. LoadsSynthetic load basis with force paths and revision-controlled assumptions.
3. Hand checksLug, bearing, shear-out, net-section, pin and fastener screening.
4. Nonlinear FEAContact, elastic-plastic response, modal and buckling models.
5. Life + manufacturingFatigue, crack growth, tolerance sensitivity and inspection considerations.
6. VerificationRequirement matrix, benchmarks, equilibrium checks and retained open items.

03Released result

The released configuration uses 7050-T7451 with MMPDS A-basis allowables. Combined bearing and transverse behavior at the lug bore governs the nominal release.

+0.151
Nominal governing margin
+0.128
Worst tolerance stack
3.51 mm
Critical crack
1197 Hz
First mode

The worst modeled manufacturing tolerance stack consumes 15.3% of the nominal margin. Safe-life and damage-tolerance calculations are retained as engineering evidence, not certification claims.

04Pylon attachment geometry trade

A five-variant edge-distance-to-diameter sweep isolated the geometry variable controlling the local failure-mode transition. The study showed the crossover near e/D ≈ 1.35 and preserved the regions where simple failure equations and nonlinear response no longer agreed cleanly.

Margin versus edge-distance plot for the AeroFrame correlation specimen.

Failure-mode crossover

Shear-out, bearing and net-section margins are plotted together to make the governing transition visible instead of relying on one contour maximum.

Finite-element deformation and stress response across edge-distance variants.

FE response across variants

Elastic response scaling stays within 1.7% outside the plastically dominated point while peak stress behavior changes after bearing governs.

↓Take the geometry with you

The fitting as a neutral solid, so the geometry behind every margin on this page can be opened in your own CAD seat and measured.

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05Evidence kept attached to the claim

Finite-element mesh of the pylon attachment fitting and pin interface.

Mesh + interface model

Load transfer is introduced through the modeled pin/bore interface with local refinement around the bore and web transition.

Plastic-strain consistency check for AeroFrame-DT.

Open consistency item

The plastic-strain check is intentionally shown because agreement degrades as the plastic zone shrinks. It remains a documented model-consistency issue rather than being hidden.

06Correction trail

The structural conclusion changed as the method got better. The initial margin was reduced after removing an invalid uniform-bearing assumption, then reduced again when optimistic allowables were replaced. A later stock-envelope check showed the selected 7075 plate basis was not appropriate for the required thickness, forcing the release material to 7050-T7451.

StageMarginChange
Initial hand analysis+0.710Initial assumptions
Thick-lug correction+0.165Uniform-bearing assumption removed
Real A-basis allowables+0.078Material basis corrected
Elastic-plastic contact, 7075+0.156Local redistribution measured
7050-T7451 release+0.151Manufacturable material basis restored

07Verification record

  • 18 formal requirements closed with a traceable verification matrix.
  • Refined FE equilibrium closes to 0.006%.
  • Independent hand-method reconstruction agrees to approximately 0.06%.
  • Continuum cantilever and plate-bending benchmarks agree within 0.20% and 0.62%.
  • Exact and linearized tolerance sensitivity agree to approximately 0.1%.
  • Two damage-tolerance implementations agree within 7% on critical crack.
  • NASTRAN cross-solver decks were prepared, but cross-solver execution remains an open item and is not presented as completed validation.

08Claim boundary

AeroFrame-DT is educational, synthetic, non-OEM and non-certified. It demonstrates a reviewable structural-engineering method and evidence discipline. It does not establish airworthiness, approval for flight hardware, or certification-level substantiation of an actual aircraft installation.