BETA · Public preview ahead of full release with Structured Chaos II (Proc. R. Soc. A, in peer review). Early access by request · contact@mdc-engineering.de
Structural Stability Engineering

Understand stability before you simulate.

MDC Codex predicts shell buckling from first principles — imperfection-sensitive, regime-aware, validated against real collapse tests. Nine design standards on one canvas, compared the way engineers actually need to compare them.

Peer-reviewed methodology Proc. Royal Society A, 2025
Public beta · SC2 publication pending

No login. Cylinder axial & bending, right in your browser.

Z 700 KDF 0.455 Regime 2
← drag the slider · w/t = 1 imperfection
1,000+
Experimental collapse
tests in database
9
International
design standards
4
Shell geometries
physics-validated
2026
Proc. Royal Society A
peer-reviewed method
The Problem

Shell buckling design still runs on 1960s assumptions.

Most structural teams face the same tradeoff: accept conservative empirical factors and carry unnecessary mass, or run expensive nonlinear FE campaigns for every design iteration. Neither approach gives you full visibility into the margin you're working with.

Empirical knockdown factors

NASA SP-8007 prescribes a single knockdown factor regardless of geometry, imperfection amplitude, or fabrication quality. Every cylinder gets the same penalty. The result is systematic overdesign — kilograms that cost thousands to launch or millions to fabricate.

Expensive nonlinear workflows

Running GNIA/GMNIA analyses for every candidate geometry is thorough but slow. Weeks per iteration, high FE expertise required, limited parameter exploration. The design space stays narrow because exploration is costly.

Opaque design margins

When different standards give different allowables for the same shell, which one is correct? Without a transparent, physics-based reference, teams default to the most conservative answer. The margin exists, but it's invisible.

The MDC Shift

From fixed empirical factors to mechanistic, imperfection-sensitive predictions.

MDC Codex computes knockdown factors as a function of geometry (Batdorf Z) and imperfection amplitude (w/t). The result is a transparent, traceable design basis that works across standards — and recovers the structural margin that empirical methods leave behind.

Traditional approach

  • Single empirical KDF per geometry class
  • Imperfection sensitivity ignored or assumed
  • One standard at a time, manual comparison
  • Nonlinear FE required for margin visibility
  • Conservative by default, no transparency into how much
  • Days to weeks per design iteration

With MDC Codex

  • KDF varies with geometry, imperfection, and fabrication class
  • Imperfection sensitivity is a parameter, not an assumption
  • 9 standards computed simultaneously, side by side
  • Analytical pre-design reduces FE scope by 60–80%
  • Recoverable margin is quantified and traceable
  • Seconds per load case, full parameter exploration
H. N. R. Wagner, C. Hühne, R. Khakimova, S. Niemann, M. Wang, J. Zhang.
“Structured chaos: redefining the design of buckling-critical cylindrical shells.”
Proceedings of the Royal Society A, 481(2321), 2025.
Physics Pillars

Four things the classical methods don’t tell you.

Empirical knockdown factors compress the physics into a single number. MDC keeps the four effects that actually govern shell stability visible, measurable, and traceable.

Imperfection Sensitivity

Small geometric deviations (weld distortion, out-of-roundness, dent) drive shells far below their classical buckling limit. MDC sweeps w/t continuously.

Compare amplitudes from Q=A workshop to Q=C field fabrication — see the recoverable margin at each level.

Learn more

Regime Analysis

Elastic, transition, plastic — every shell sits in one regime. MDC detects which one governs and surfaces the transition points.

No more accidentally applying an elastic formula to a plastic collapse. The governing regime is stated in every report.

Learn more

Plasticity Correction

Yielding changes the buckling response — and the interaction with the imperfection hook. MDC applies the physics-based correction, not an empirical knockdown.

Patte-d’elephant correction for combined axial + bending + internal pressure. Calibrated on 400+ collapse tests.

Learn more

Stiffener Effect

Orthogrid, stringer-frame, ring-only — stiffening shifts both the global and local buckling modes. MDC verifies every mode, not just the first.

Web buckling, flange crippling, torsional buckling checked at every optimisation candidate. No infeasible optima.

Learn more
Industries

Built for shell buckling across industries.

MDC Codex handles the structural stability problems that actually appear in real hardware — from rocket tanks to wind turbine towers.

axial + bending

Aerospace

  • Launcher tanks and interstages under axial compression + bending
  • Orthogrid, stringer-frame, and ring-stiffened configurations
  • Imperfection-sensitive regimes handled without empirical knockdowns
  • Fairings, domes, and torispherical heads under combined loads
Explore aerospace →

Wind Energy

  • Tower shells under wind + gravity + fatigue regime
  • Monopile and transition-piece sizing with imperfection sensitivity
  • Can-to-can weld classification per EN 1993-1-6 fabrication tolerance
  • Fast sweep across diameter / thickness / height for offshore platforms
Explore wind energy →
wind

Civil Engineering

  • Silos, chimneys, stacks, and water towers under wind + self-weight
  • Combined axial + bending + external pressure per EN 1993-1-6
  • Stability checks for tanks and containment shells
  • Legacy structure reassessment with modern imperfection data
Explore civil engineering →
p, internal

Pressure Vessels

  • Cylindrical and spherical vessels under internal / external pressure
  • Torispherical and ellipsoidal heads with knuckle-region buckling
  • Ring-stiffener sizing and spacing across regime map
  • Combined pressure + axial + bending with plastic-collapse hook
Explore pressure vessels →
Validation & Trust

Every prediction is accountable to physical evidence.

MDC is not a black box. Every knockdown factor can be traced back to mechanistic models and compared against experimental collapse data. The methodology is published, the data is auditable, and the statistical basis is explicit.

1,000+

Experimental records

Buckling test data from 60+ years of published research. Blachut, Seaman, Kaplan-Fung, Wiggins, DNV-GL, and more. Filter by geometry, load case, author, and failure mode. Every MDC curve is overlaid against real collapse measurements.

Peer-reviewed

Published methodology

The MDC framework is published in the Proceedings of the Royal Society A (2025). Full derivation, full author attribution. The scientific foundation is transparent and independently verifiable — not proprietary curve fitting.

A / B / Mean

Statistical basis

Results are available on A-Basis (p01: 99% survival, 95% confidence), B-Basis (p10: 90% survival), and Mean. Choose the basis that matches your certification requirement and regulatory context.

Scientific Foundation

Behind the methodology.

MDC Codex is the engineering surface of more than a decade of research on shell stability. The methodology is peer-reviewed, the underlying data is traceable, and the scope is documented.

Founder · Lead Author

Dr.-Ing. Heinz Wagner

Structural engineer with 14+ years of shell-buckling research. Doctorate awarded by TU Braunschweig (2018). Lead author of the MDC methodology paper published in Proceedings of the Royal Society A (2025). Based in Braunschweig, Germany.

→ Read the publication · DOI: 10.1098/rspa.2025.0196
Capabilities

Scope built for real engineering decisions.

Every feature exists because an engineer needed it to close a design trade or produce a certifiable result. Nothing is decorative.

Multi-Standard Comparison

NASA SP-8007, SP-8019, SP-8032, Eurocode 2007 & 2025, DNV RP-C202, ECSS, PD 5500, GOST 34233, and MDC — computed simultaneously on the same geometry and load case. Results side by side. No re-entry, no separate models.

Sizing & Reverse Engineering

Define a target load. Get the minimum compliant wall thickness across all applicable standards. Integrated with standard sheet thickness catalogues. Answers the question “how thin can I go?” in seconds.

Shell Optimizer

Automated mass minimization for stiffened shells. Orthogrid, stringer-frame, frame-only. Discrete design space search with local stability verification — web buckling, flange crippling, torsional buckling checked at every candidate.

Imperfection Sensitivity

Sweep w/t from 0 to 20 and see exactly how your design responds to manufacturing variability. Identify the threshold where safety margin erodes — before it becomes a test failure or a redesign.

Composite & Sandwich Shells

Classical Laminate Theory with full ABD matrix computation. Carbon, aramid, glass presets. Arbitrary stacking sequences. Smeared-thickness conversion for shell buckling. Anisotropy robustness assessment included.

Plasticity & Combined Loading

Automatic regime detection across elastic, transition, and plastic domains. Patte d'elephant correction for combined stress states. 20+ load cases including axial, bending, torsion, external and internal pressure, and all relevant combinations.

Validation Hub

1,000+ experimental records. Every prediction can be compared against physical test data from published literature. Filter by campaign, geometry, material, failure mode. Discrepancies are visible, not hidden.

Certifiable Reports

PDF, HTML, CSV, and JSON export. Full traceability: inputs, intermediate values, charts, applicable standard, statistical basis, and design verdict. Structured for inclusion in design review packages and certification documentation.

Feature Deep-Dive

The building blocks an engineer actually uses.

Each capability is exposed as an interactive workflow — not a checkbox. Click through the tabs to see what the tool does when you open it.

mdc-engineering.de/codex/validation
STATUS In validated range NEAREST TESTS ● R/t=502 w/t=0.8 ● R/t=487 w/t=1.1 ● R/t=533 w/t=0.4 ● R/t=500 w/t=2.0 ● R/t=481 w/t=0.3 SIMILARITY 82% match (5 tests) EXPORT CSV JSON Heritage Map   ·   R/t vs. w/t Your design R / t w / t conservative non-cons.
Heritage Check · 1,000+ Tests

Turn test heritage into certification savings.

The Validation Hub answers a question every certification engineer asks: has this shell — or one close to it — been physically tested before, and did it fail as predicted?

For every MDC analysis, the Hub locates your current design point within the 1,000+ published collapse-test database and surfaces the nearest experimental records. A design surrounded by validated, conservative tests is heritage evidence — often sufficient to reduce or defer qualification testing. A design with few neighbours, or with nearby non-conservative tests, is flagged for review.

A single Hub query can replace days of literature search and support your design review package with traceable experimental evidence. Particularly relevant for Level 2 analyses, where measured imperfection data is being assessed against the experimental record.

  • Spatial query: where your design sits in Z / R/t / K / w/t parameter space
  • Nearest-neighbour ranking with similarity scores and measured buckling loads
  • Flagging of non-conservative neighbours (experiments below standards predictions)
  • Direct citations to original test campaigns for certification documentation
  • Full CSV/JSON export of matching records or the complete database
mdc-engineering.de/codex/imperfection-guide
Imperfection Amplitude   ·   172 measured shells R/t = 500 R / t w / t 0 500 1000 1500 2000 0 2 4 6 8 Lab (149) Full-scale (23) 90% B-Basis 95% envelope
Imperfection Amplitude · Statistical Estimate

Know your imperfection before you measure it.

In early design, scan data for your shell does not yet exist — but Eurocode, ECSS, and DNV all require an imperfection amplitude. The Guide closes this gap: a statistically-backed w/t estimate from 172 measured shells covering lab-scale specimens through full-scale aerospace hardware (1970–2024).

Outputs include 90% B-Basis and 95% envelope, split by specimen class, with traceable citations to the original measurement campaigns. Use it to enter a defensible imperfection amplitude before the prototype is built. Provides the imperfection assumptions used in Level 1 analyses, where measured data is not yet available.

  • w/t estimate for your R/t and manufacturing class
  • 90% B-Basis (regulated design) and 95% envelope (worst-case)
  • Power-law and linear fits with log R/t diagnostics
  • Split between lab-scale (149) and full-scale aerospace (23) subsets
  • Nearby-shell statistics within ±20% R/t
  • Traceable citations to original measurement campaigns
mdc-engineering.de/codex/explorer
KDF vs. Batdorf Z   ·   cylinder, axial compression Regime 1 — imperfection-dominated Regime 3 — plasticity / local 1.0 0.8 0.6 0.4 0.2 0 50 100 200 500 1000 2000 KDF Batdorf Z (log) w/t = 0 · perfect w/t = 1.0 · typical R/t: 400 · L/R: 2.5 · w/t: [slider] · f_y: 355 · + axial
Regime Map · Parameter Sweep · Measurement Decision

Decide what to measure — before you measure.

The Explorer shows where your shell sits in the regime map and how it moves as parameters change. R/t, L/R, imperfection amplitude, yield stress, and load combination — each slider updates the regime band and the knockdown curve in real time.

Step 1 — Imperfection sensitivity. A perfect shell (w/t = 0) sits in Regime 3 across nearly all geometries — local buckling and material yielding dominate. As imperfection amplitude grows, Regime 1 (imperfection-dominated) and Regime 2 (transition) emerge in the lower-Z range, while higher-Z geometries remain comparatively stable. The slider sweep tells you whether your design crosses into a sensitive regime as imperfections rise — and at what amplitude the crossing happens. This sets a practical threshold for fabrication tolerance.

Step 2 — Plasticity penalty. Plasticity does not affect all regimes equally. Regime 1 shells lose more capacity to yielding than Regime 3 shells. The Explorer makes this asymmetry visible in the same view, so the trade-off between regime and material strength is one decision, not several disconnected analyses.

Why this matters in design. A shell deep in Regime 3 with bounded imperfection amplitude is a Level 0 case — the analytical MDC Codex result is sufficient. A shell crossing into Regime 1 or 2 is imperfection-driven; either physical measurement (Level 2) or worst-case envelope assumptions (Level 0) are needed. A shell in an unfavourable regime under any reasonable amplitude is a Level 3 candidate.

If your design lands in an unfavourable regime, the Explorer also shows the geometry levers that would shift it: increasing shell length lowers Z, improving fabrication tolerance lowers w/t — both push toward Regime 3. Ring stiffeners go the opposite direction by raising effective Z (shortening the unsupported field), which can be useful for local mode shaping or manufacturing constraints, but trades regime favourability for those gains. The Explorer quantifies the trade-off rather than guessing at it.

  • Current regime at a glance, across all active parameters
  • Live regime transitions as sliders move
  • Comparison against the perfect-shell limit
  • Geometry levers (length, fabrication quality, stiffeners) and their regime-shift effect
  • Whether the design is a Level 0, Level 2, or Level 3 candidate
mdc-engineering.de/codex/compare
Allowable σ_allow [MPa]  ·  R/t 400 · axial + bending 0 50 100 150 200 50 78 102 95 113 140 SP-8007 EC 2007 EC 2025 DNV ECSS MDC-B Δ +180% MDC-B vs SP-8007
6 Standards · One Canvas · Same Axes

See which standard governs — and how much margin the others leave on the table.

Side-by-side allowable stress for NASA SP-8007, Eurocode 1993-1-6 (2007 and 2025), DNV RP-C202, ECSS-HB-32-24, and MDC-B on the identical geometry and load case. Governing case is flagged. The delta between the most-conservative and the physics-based answer is the margin you can recover.

Report exports with full method breakdown, citation, and reproducibility audit trail.

MDC Coverage

What MDC delivers today — and what is still in development.

The MDC A-Basis and B-Basis are the statistical design allowables of the Professional tier. We ship only what is validated against our test database. Anything outside the matrix below runs through the public standards (Eurocode, NASA, DNV, ECSS, GOST) — free for every registered user.

Geometry Axial Compression Bending Combined Bending + Compression External Pressure
Cylinder ✓ MDC A & Bincl. plasticity & internal pressure ✓ MDC A & Bincl. plasticity & internal pressure ✓ MDC A & B general availability with SC2 release
Cone ✓ MDC A & Bincl. plasticity & internal pressure ✓ MDC A & Bincl. plasticity & internal pressure ✓ MDC A & B general availability with SC2 release
Sphere ✓ MDC A & Bincl. plasticity
Torisphere ✓ MDC A & Bincl. plasticity

Load cases marked “general availability with SC2 release” remain fully available through the public standards — you will see results from NASA, Eurocode, DNV, ECSS, and GOST side by side. The MDC column is added once the peer-reviewed methodology for each load case is published. Roadmap milestones are published in each release note.

MDC Levels

Four levels of structural confidence.

The MDC framework defines a hierarchy of analysis depth. Each level trades effort for tighter design margin. Level 0 is delivered directly by MDC Codex; Levels 1 to 3 are delivered as MDC Consulting for programs requiring numerical analysis under MDC methodology.

0
Analytical worst-case

Direct MDC computation in the tool. No measurement, no FEM, no project setup. Returns a defensible knockdown factor on B-Basis or A-Basis statistical foundation. The right starting point for sizing trades, RFQ responses, and pre-design exploration.

Delivered by: MDC Codex (Professional tier and above)
1
FEM with database imperfections

Numerical analysis (your FE solver of choice) using imperfection amplitudes drawn from the MDC shell-imperfection database. Recovers margin compared to Level 0 by using realistic — rather than worst-case — fabrication assumptions. The right level for preliminary design once geometry is fixed.

Delivered by: MDC Consulting
2
FEM with measured imperfections

Numerical analysis using physically measured imperfection data from the actual shell or a fabrication-equivalent specimen. Recovers further margin by removing statistical conservatism. The right level for verification before qualification testing or for shells already in production.

Delivered by: MDC Consulting
3
FEM with regime-shifted geometry

Numerical analysis combined with geometry modification to push the shell into a more favourable regime — typically increasing length to lower Z, improving fabrication tolerance to lower w/t, or accepting Z-raising stiffeners as a deliberate trade. MDC quantifies the regime shift and its KDF impact, replacing intuition with physics-based optimisation. The right level for mass-critical structures and unfavourable starting geometries.

Delivered by: MDC Consulting
Case Studies

Where the tool pays for itself — in real structures.

Illustrative analyses prepared during the MDC Codex beta program. Public case studies with named partners will follow general availability.

Four representative structures spanning aerospace, energy, process engineering, and launch-vehicle hardware. Each analysed end-to-end in MDC Codex — multi-standard, imperfection-aware, with the recoverable margin quantified explicitly.

Launch Vehicle axial + bending

Launcher interstage — sizing under axial + bendingAriane-class reference geometry

CFRP-stiffened conical interstage, compared across NASA SP-8019, Eurocode 1993-1-6 (2025), ECSS-HB-32-24, and MDC B-basis. Imperfection sensitivity swept from Q=A to Q=C. Governing standard identified per load case.

−22%wall thickness vs NASA KDF
4standards compared

Illustrative analysis based on publicly-available Ariane-class launcher reference geometry. Not affiliated with or endorsed by ArianeGroup or ESA.

Wind Energy wind

Wind turbine tower — cylindrical section under combined loading

130 m steel monopile, bending-dominated with axial from tower mass. Compared against Eurocode 1993-1-6 (2025), DNV RP-C202, and MDC A-basis. Fatigue excluded — focus on ultimate stability. Ring stiffener spacing optimised.

−17%steel mass vs Eurocode baseline
3stiffener configurations

Illustrative analysis based on generic onshore wind-tower reference geometry. Not affiliated with or endorsed by Vestas, Siemens Gamesa, or any specific OEM.

Pressure Vessel int. pressure

Torispherical head — internal & external pressure verification

ASME/PD 5500 torisphere for a 12 bar process vessel. Plastic buckling governed — not elastic. Compared against PD 5500, GOST 34233-2, Eurocode, and MDC A-basis. Crown-to-knuckle transition plastic-zone flagged automatically.

−15%wall thickness vs PD 5500
4standards side-by-side

Illustrative analysis based on publicly-available process-vessel reference geometry. Not affiliated with or endorsed by any specific OEM.

Stiffened Shell orthogrid

Small-launcher orthogrid interstage — axial + bendingVega-class reference geometry

Ring-plus-stringer CFRP cylinder, local skin buckling and global stability evaluated together. Compared against NASA SP-8007/8019, Eurocode 1993-1-6 (2025), ECSS-HB-32-24, and MDC B-basis. Stiffener spacing co-optimised with skin thickness.

−21%structural mass vs baseline
5standards compared

Illustrative analysis based on publicly-available Vega-class small-launcher reference geometry. Not affiliated with or endorsed by Avio or ESA.

Standards Coverage
EN 1993-1-6·NASA SP-8007·NASA SP-8019·NASA SP-8032·DNV RP-C202·ECSS-HB-32-24·PD 5500·GOST 34233
Pricing

Priced for the value it delivers.

Typical savings enabled by MDC exceed the annual software cost by one to two orders of magnitude. A single sizing decision on one structure pays for the license many times over.

Beta pricing — locked in for early-access subscribers through general availability.

Free
Free
No login. First look at the calculator.

  • Cylinder geometry only
  • Axial + bending
  • EN 1993-1-6 (2007) + NASA SP-8007
  • Mean basis
  • No export, no saved cases
Academic
Free
For academic work & preliminary studies. Registration required.

  • All 4 geometries
  • All load cases
  • All standards (EN, DNV, NASA, ECSS, GOST)
  • Mean basis
  • Validation Hub + Imperfection Guide
  • Watermarked CSV + PDF export
  • 3 saved cases
Professional
€990 / mo
The tier a structural engineer needs for certified sign-off.

  • MDC A-Basis & B-Basis — probabilistic allowable from 20,000+ test points. Defensible under audit.
  • Everything in Academic
  • CSV + PDF export, no watermark
  • 5 certifiable reports / month
  • Sizing workspace
  • Worked Examples (ECCS 125)
  • w/t sweep 0–20
  • 15 saved cases
  • Email support
Team
€2,990 / mo
Team license. High-throughput design work.

  • Everything in Professional
  • Unlimited certifiable reports
  • Batch calculation (100 cases)
  • JSON export (machine-readable)
  • Shell Optimizer (full)
  • Project sharing across team
  • Clean branding (no watermark)
  • Unlimited saved cases
  • Priority support
Enterprise
Custom
From €60,000/yr. Integration & compliance.

  • Everything in Team
  • REST API access
  • Custom KDF curves & norms
  • SSO (SAML / OIDC)
  • On-premise deployment
  • Dedicated support engineer
  • SLA 99.9%
  • Optional: value-based agreements
Expert-led
Consulting
Custom
Expert MDC consulting

For programs requiring numerical analysis under MDC methodology — beyond the Codex self-service capability.

  • MDC Level 1: FEM with database imperfections
  • MDC Level 2: FEM with measured imperfections
  • MDC Level 3: FEM with regime-shifted geometry
  • Delivered by Dr.-Ing. Heinz Wagner
  • Full methodology traceability
  • Certification-grade documentation
  • NDA / DPA on request
For large organisations

What Enterprise actually means.

Large aerospace, defence, and energy organisations cannot procure a credit-card subscription — and the Professional tier is not built for their workflow. The Enterprise package exists to meet the concrete, often non-negotiable requirements these organisations bring to any external tool.

Enterprise capabilities are scoped and delivered on a per-customer basis. The list below describes what we build with you — most items are engineered to your environment rather than shipped off the shelf. Concrete timelines, pricing, and reference architectures are part of the scoping conversation.

API & Automation · on request

REST API access

Your engineers drive MDC directly from Python, MATLAB, or their optimisation pipeline — no browser required. Typical use: sweep 10,000 geometry candidates inside an Ansys or Nastran workflow, pull MDC allowables for each, feed them into your mass-optimiser.

Methodology Extension · on request

Custom KDF curves & norms

Embed your company’s internal knockdown factors, fabrication-quality classes, or proprietary design handbook alongside the public standards. Ideal for organisations with decades of in-house test data or bespoke mission-specific reduction factors (e.g. ESA-ECSS plus your internal amendments).

Identity & Access · on request

SSO — SAML / OIDC

Your staff sign in once with their corporate identity (Azure AD, Okta, Keycloak). No separate MDC passwords, no shadow accounts, instant de-provisioning when an employee leaves. Required by every IT security department above a certain size.

Data Sovereignty · on request

On-premise deployment

Run MDC entirely inside your firewall — on your own servers, in your own data centre, or in a controlled cloud tenant (AWS GovCloud, OVH SecNumCloud, Bleu, private Azure). Mandatory for ITAR, export-controlled, classified, or IP-sensitive programmes where geometry data must never leave the organisation.

Support & Qualification · on request

Dedicated support engineer

A named engineer (not a ticket queue) is assigned to your account. Direct email & phone contact, scheduled review calls, support for internal tool-qualification exercises (ECSS-E-ST-40, DO-330), and bespoke validation studies against your reference cases.

Availability · on request

SLA 99.9 %

Contractual availability guarantee — maximum 8.76 hours of unplanned downtime per year. Defined maintenance windows, status page, incident reporting, and service credits if we miss the target. Enterprise procurement requires this in writing.

Compliance · on request

Procurement-ready paperwork

Formal quotation with VAT-ID, purchase-order workflow, annual framework agreement, NDA, Auftragsverarbeitungsvertrag (DPA under GDPR Art. 28), supplier-qualification questionnaires, export-control declarations. The things large buyers cannot close a deal without.

Commercial Flexibility · on request

Value-based agreements

Optional pricing model tied to delivered value rather than seats. Example: a programme saves 5 % structural mass on a launcher upper stage → licence fee is a fraction of the demonstrated launch-cost saving. Aligns incentives on both sides.

When Professional is enough — and when it isn’t

The Professional tier (€990 / named user / month) is the right choice for individual structural engineers, small consultancies, and early evaluation inside larger organisations. It covers the full analytical capability, all bases, certifiable reports, and the complete standards set.

You need Enterprise as soon as any of the following apply:

  • more than a handful of named users — the per-seat cost crosses the Enterprise floor;
  • integration into a design-automation pipeline (API calls from scripts or CAD);
  • IT requires SSO, on-premise hosting, or a signed DPA;
  • formal tool qualification for certification submissions;
  • classified, ITAR / EAR, or export-controlled programmes;
  • custom KDFs, company-internal reduction factors, or tailored norms.

→ Talk to us  —  we’ll scope the right setup, share a reference architecture, and prepare the paperwork your procurement team will ask for.

FAQ

Questions engineers ask before they commit.

NASA SP-8007 applies a single empirical knockdown factor to all cylindrical shells regardless of their imperfection signature, fabrication quality, or geometric parameters. MDC computes the knockdown factor as a continuous function of the Batdorf parameter (Z) and the imperfection-to-thickness ratio (w/t), based on mechanistic models validated against experimental data. The result is a less conservative, but equally safe, design allowable — with full transparency into the margin being recovered.

MDC Codex produces fully traceable outputs: input parameters, applicable standard, statistical basis, intermediate values, and design verdict. Reports are structured for inclusion in design review packages. The applicable standard (Eurocode, NASA, DNV, etc.) defines the certification pathway — MDC Codex computes the values with the traceability that certification processes require.

The Validation Hub contains 1,000+ experimental buckling records from published literature spanning 60+ years. Each record includes specimen geometry, material properties, test procedure, and measured collapse load. MDC predictions can be directly overlaid against these measurements — discrepancies are visible and auditable. The methodology itself is published in the Proceedings of the Royal Society A (2025).

No. MDC Codex is a pre-design and verification platform. It operates at the analytical level — fast, standards-compliant, and traceable. Use it to size structures, compare design codes, and identify critical load cases before committing to a nonlinear FE campaign. It reduces the number of FE iterations required, not the need for FEA itself. Teams typically report 60–80% fewer required GNIA/GMNIA runs after implementing MDC in their workflow.

MDC Codex supports cylinders, cones, spheres, and torispherical heads under 20+ load cases and combinations. The primary industries are aerospace (launch vehicles, satellite structures), offshore and subsea (pipelines, pressure housings), and pressure vessel manufacturing (heads, caps, closures). The tool includes both isotropic metallic and composite shell analysis.

Yes. The Enterprise tier includes the ability to integrate custom KDF curves (e.g., from proprietary test campaigns or internal FE parametric studies) and custom design norms. API access is available for integration into existing engineering workflows. On-premise deployment and SSO are also supported for organizations with strict compliance requirements.

Subscribe for the months you need it. There is no minimum commitment and no cancellation fee. One month of Professional costs less than two hours of structural consulting.

Get started

Quantify the margin your structures are carrying.

MDC Codex gives structural teams the analytical foundation to design lighter, validate faster, and certify with full traceability. Start with the Free tier — no commitment, no credit card.

Read the Publication — Proc. R. Soc. A, 2025