0,0hw

RIGEL

Physics Derives Geometry

Initializing solver0%
σ0 MPa
FOS
Δ0.0 mm

Not certified for flight or safety-critical application. All outputs require licensed engineer review.

Stage 1: MVP in Active Development

Physics
Derives
Geometry

One plain-english sentence becomes a STEP file, FEA report, and auditable engineering package. No CAD. No hallucination. No cloud.

Live calculator
Interactive
Axial Load2000 N
500 N10000 N
Material

Computed Values

Shigley Eq 6-2

Flange Height20.9 mm
Web Thickness7.3 mm
Max Stress138.0 MPa
FOS2.00
Mass0.000 kg
Yield (Al 6061-T6)276 MPa

AI handles ambiguity. Math handles precision.

Language models are excellent at understanding intent. They are terrible at engineering precision. Rigel uses each for what it does best, with an absolute boundary between them.

AI Touchpoint 1

01

NLP Parser

Parses plain text into structured engineering parameters. Material, load magnitude, load direction, hole pattern. Returns null on uncertainty, never guesses.

Extract material, load magnitude, load direction, hole pattern from plain text
Return null if any field is uncertain
Compute any dimension
Default any null field
Run if any field is missing

AI Touchpoint 2

02

Result Interpreter

Translates FEA output into plain English. Flags anomalies for engineer review. Never omits stress concentrations or recommends design changes.

Summarise FEA output in plain English
Flag anomalies for engineer review
Omit stress concentrations
Recommend design changes
Replace FEA numbers

AI Touchpoint 3

03

Suggestion Engine

Proposes parameter changes with reasoning only. Requires human approval before anything runs. Never bypasses the engineer.

Propose parameter changes with reasoning only
Requires human approval before anything runs
Predict improvement percentages
Bypass human approval
Suggest material changes before geometry is exhausted

Shigley's Eq 6-2: Flange Thickness from Bending Stress

Live Equation

t=
6 × 200,000 N·mm40 mm × 110.4 MPa
4000 N
50 mm
40 mm
2.5
t = 16.48 mmσ_allowable = 110.4 MPa

How it actually works

Describe what you need in plain English. The kernel computes dimensions from Shigley's equations. Four auditable files land in your output folder.

NLP Parser
STEP01

Spec Ingestion

LLaMA 3.2 3B extracts material, load magnitude, load direction, and hole pattern locally via Ollama. If any field is ambiguous or missing, the pipeline halts and asks. It never guesses. It never defaults silently.

Material extractionLoad vector parsingHole pattern detectionNull-on-uncertainty
Analytical Engine
STEP02

Physics Solver

Flange thickness from bending stress. Web thickness from shear. Fillet radius from stress concentration target. Zero hardcoded values in the geometry kernel. Every number traceable to an equation and section number.

Shigley Eq 6-2Bending stressShear web sizingFillet radius K_t
Validation Layer
STEP03

FEA Verification

Gmsh generates a Tet10 volume mesh. CalculiX runs the static step. Convergence is confirmed when stress changes less than 5% between the two finest meshes. Von Mises stress and safety factor parsed from the .frd output.

Tet10 mesh generationStatic FEA solveMesh convergence < 5%Von Mises extraction

Performance Metric

8–12 minutes (8-core laptop)

“On a standard 8-core laptop, the full pipeline currently takes 8–12 minutes. We measured it. We are not claiming 5 minutes.”

Six modules. Zero black boxes.

Each module maps to a stage in the aerospace analysis workflow. From natural language input to auditable FEA results. No closed solvers, no opaque defaults, no guessing.

Pipeline schematic6 stages · deterministic · auditable
spec.nlpINPUTanalyticalPHYSICSgeometryCADmeshPRE-PROCESSORfeaFEAauditTRACEABILITYDATA FLOW DIRECTION →
01
Input
01

Constraint Parser

Parses natural language into structured engineering parameters. Material grade, load vectors, fastener patterns, and geometric constraints extracted in a single pass.

EngineLLaMA 3.2 3B
RuntimeOllama
OutputStructured JSON
FallbackNull on uncertainty
02
Physics
02

Analytical Kernel

Shigley's mechanical design equations implemented with aerospace-grade rigor. Every dimension derived from first principles, not interpolation or training data.

ReferenceShigley 11th Ed.
Primary eq.Eq 6-2 bending
MethodFirst principles
OutputDimensions (mm)
03
CAD
03

Geometry Kernel

Generates B-REP solids from analytical dimensions. Parametric modeling at the fidelity of professional CAD kernels used in turbine and airframe design.

RepresentationB-REP
MethodParametric
Export.step (AP214)
KernelOpen Cascade
04
Pre-processor
04

Mesh Generator

Tet10 volume meshing with adaptive refinement at fillet radii and stress concentrations. Automated meshing that rivals commercial pre-processors.

Element typeTet10
RefinementAdaptive h-refinement
EngineGmsh 4.x
BoundarySurface projection
05
FEA
05

Structural Solver

Static nonlinear solver with convergence verification. Von Mises and principal stress fields delivered at the same fidelity aerospace sign-off procedures require.

SolverCalculiX
AnalysisStatic nonlinear
Convergence< 5% stress delta
Outputvon Mises + FOS
06
Traceability
06

Audit Chain

SHA-256 hash chain linking every solver state, mesh snapshot, and design decision. The immutable computation record that DO-178C and AS9100 workflows demand.

HashSHA-256
StandardDO-178C / AS9100
ScopeEvery stage
Format.audit.json
01

Local-first

127.0.0.1

Runs on your machine, not ours

256

Audit-linked

SHA-256

Immutable computation record

DET

Reproducible

Deterministic

Same input always yields same output

What this replacesOpen vs. Commercial

ANSYS Mechanical

$30k+/yr license, closed solver, opaque defaults

Analytical Kernel

Open equations, traceable to Shigley section numbers

Full transparency

CATIA / NX

Manual parametric modeling, human geometry decisions

Geometry Kernel

B-REP from physics, zero human dimensioning

Zero CAD dependency

HyperMesh + Radioss

Manual meshing pipeline, hours of setup per model

Mesh + Solver

Automated Tet10 meshing, CalculiX solve, < 12 min

Fully automated

Engineering Sovereignty

A physics-first model designed and hot-fired a 20 kN methalox engine in weeks. No CAD. No human geometry decisions. We are encoding that philosophy for Indian aerospace.

01
The Precedent
REF_01

A physics-first computational model designed and hot-fired a 20 kN methalox rocket engine in weeks. No CAD. No human geometry decisions. Every dimension derived from encoded engineering knowledge.

Thrust20 kN
PropellantMethalox
TimelineWeeks
CADNone
02
Our Approach
REF_02

Encoding that philosophy for Indian aerospace, starting with the smallest defensible domain. Static brackets under axial load, validated against physical tests, built to meet the same rigor as certified analysis workflows.

MaterialAl 6061
AnalysisStatic FEA
ValidationPhysical tests
DomainStatic brackets
Guiding tenetsNon-negotiable
TENET_01

Physics first

Geometry is derived from equations, never drawn by hand

TENET_02

No silent defaults

Null on uncertainty. Never guess, never interpolate

TENET_03

Auditable by construction

SHA-256 hash chain from input string to final mesh

01
Stage 1Current
PROX_01

M-series brackets, Al6061, static axial load, static FEA

Al 6061Static axialM-series bracketStatic FEA
02
Stage 2Next
PROX_02

Multi-load cases & multi-material validation

Multi-loadMulti-materialValidation suite
03
Stage 3Future
PROX_03

Dynamic load response & fatigue analysis

Dynamic loadsFatigueTime-domain
04
Stage 4Undecided
PROX_XX

??? — Cannot plan from here

Unknown
On honest limitationsStage 4 cannot be planned from here.
“That is not a weakness. That is how real engineering works.”

Four files. Every time.

Every run produces the same four files. Geometry you can machine. Reports you can audit. A hash chain you can verify. No surprises, no missing pieces.

01

bracket.step

Production Geometry
01

Physics-derived parametric geometry ready for CNC or additive manufacturing

FormatSTEP AP214
SourceAnalytical kernel
ParametricYes
Unitsmm
Every dimension traceable to the equation that produced it
02

report.pdf

Stress Report
02

Von Mises stress and factor of safety

FormatPDF/A
FieldsStress + FOS + Input
DisclaimerRed on p.1
TraceabilityFull
Input spec and every equation usedRed disclaimer on page 1, impossible to miss
03

bracket.dxf

CNC Ready
03

2D base flange projection, ready for the CNC shop

FormatDXF R12
View2D base flange
CNC-readyYes
RedrawingNone required
No manual redrawing required
04

audit.json

Tamper-Evident
04

SHA-256 hash chain from input string to final mesh

HashSHA-256
ScopeEvery stage
Sort keysEnforced
FormatCanonical JSON
Every stage recorded with sort_keys=True enforced
Guaranteed outputEvery run · Without exception
bracket.step
report.pdf
bracket.dxf
audit.json

Every pipeline run produces exactly these four files. No more, no less. If any file is missing, the run is invalid.

We test against reality. Not textbooks.

Three brackets. Three physical tests. FEA predictions published before the press test. Error margins published after. No backfitting.

Real parts fail from stress concentrations, manufacturing defects, and assumptions your equations did not make. We are loading physical brackets to failure in a workshop press at PSG College of Engineering, Coimbatore. The failure loads go in this table. The error percentages are public. If the error is 30%, we publish 30%.

How we testPhysical validation
Location

PSG College of Engineering

Coimbatore, Tamil Nadu

Method

Workshop press

Physical loading to failure

Standard

Public error data

Published percentages, no hiding

Test specimens3 brackets · Al6061-T6
#BracketMaterialPredicted (N)Actual (N)Error %Status
01

CH_BRACKET_V2.1

Channel bracket

Al6061-T68,420scheduled
02

L_BRACKET_V1.0

L-bracket

Al6061-T66,100scheduled
03

GUSSETED_V3.0

Gusseted bracket

Al6061-T612,400scheduled

Physical test date: Week 5 of the build plan

FAILURES.md is a public file.

Every wrong result before it was fixed. Published openly. No selective reporting.

Honest scope

What Rigel does today, what it does not do, and why the boundary matters more than the ambition.

Not This

8 items
CFD analysis of any kindNo fluid dynamics
Digital twin or sensor integrationNo IoT
DO-178C certifiedNot yet
Aerospace-grade or production-readyAlpha stage
Topology optimisationNo generative design
Fatigue analysisStage 3+ only
Multi-component assembliesSingle part
Anything not a simple bolted bracketStrict scope

This

8 items
Static structural brackets onlyBolted brackets
Single axial load caseOne direction
Al6061-T6Aluminium alloy
Physics-derived dimensions from Shigley'sFirst principles
FEA confirmation, not iterationVerification only
Local-only computation127.0.0.1
Honest error percentages publishedPublic data
Stage 1 of 4First milestone
Stage 1Scope definition
Non-exhaustive · Expanding
DomainStatic brackets under axial load
MaterialAl6061-T6 only
LoadSingle axial, no moments
Output4 files per run
ComputeLocal, no cloud
ValidationPhysical tests, Week 5
Note

Stage 1 of 4. The other three cannot be planned yet. That is not a limitation, it is how engineering works.

Four people. One bracket. No fantasy.

Each role owns exactly one file. No role overlap, no ambiguity, no single point of failure. Four people in Coimbatore who assigned responsibilities before writing a line of code.

01
A
01

Physics Owner

Owns the physics equations

ScopeAnalytical equations
ReferenceShigley 11th Ed.
OutputDimensions (mm)
ValidationFEA match < 15%
Owner1 person
02
B
02

Geometry Owner

Owns the geometry kernel

ScopeB-REP kernel
ToolOpen Cascade
Output.step files
FormatAP214
Owner1 person
03
C
D
03

FEA Pipeline

Owns the FEA pipeline (pair)

ScopeMesh + Solve
ToolsGmsh + CalculiX
OutputStress + FOS
PeoplePair ownership
Owner2 people
Team structureSmall team · Clear ownership
Team size4 people
Roles3 ownership areas
LocationCoimbatore, India
StatusStudents, building
Completion criteria

Stage 1 is not done until changing the load automatically changes the geometry and a physical bracket agrees with the FEA within 15%.

One person.

If you build hardware that flies, burns, or holds pressure, you need equations, not interpolation. Rigel is for the engineer who would rather trust a textbook than a language model.

01
The Junior Engineer

A junior mechanical engineer who needs a defensible first-pass structural answer before a review meeting. Not CATIA. Not Ansys. Something that runs locally, shows its equations, and does not hallucinate geometry.

Runs locally
Equation-driven
No black boxes
AudienceJunior engineers
NeedFirst-pass answers
ToolLocal-only
StyleEquation-driven
Indian Aerospace

And anyone who thinks Indian aerospace deserves its own computational engineering infrastructure built honestly from first principles.

Local Only

No cloud. No lock-in.

Immutable Math

Equations derived from Shigley's.

Physically Validated

Tested to failure in a press.

Who this is NOT forHonest scope
CFD or fluid dynamics engineers
Teams seeking a CAD replacement
Anyone needing certified flight hardware
Production-ready structural analysis

Stay close.

We build in public. The commit history is the progress report. When Stage 1 passes all five gates, you will know before we announce it.

Current statusLive · Public
Versionv2.1.0 Alpha
Stage1 of 4
DomainStatic brackets
StatusIn development
01
Open source

Watch the build

Star the repo. Read the commit history. Watch us hit the walls we said we would hit. When Stage 1 passes all five gates, you will know before we announce it.

02
Notify me

Use it when it ships

v0.1 ships when three physical brackets agree with the FEA within 15%. One email when that happens. Nothing else.

One email. When v0.1 ships. Nothing else.

03
Contact

Talk to us

If you are building something in Indian aerospace or defence and want to tell us where our equations will break first, we want that conversation.

What ships nextRoadmap
Stage 2

Multi-load cases & multi-material validation

Stage 3

Dynamic load response & fatigue analysis

v0.1

First public release: three brackets validated

Transparency

If the commit history goes dark for more than a week, something went wrong. We will say so publicly.