[K]{u} = {F}
- METHODS
- Linear & nonlinear static · contact · buckling · fatigue (S-N, ε-N)
- OUTPUT
- Stress & deflection fields, utilisation ratios, fatigue life
- REFERENCE
- EN 1993 · EN 1998 · ASCE 7
// STRUCTURAL · FLUID · THERMAL · VIBRO-ACOUSTIC
Verified FEM, CFD and NVH analysis for teams who need a defensible answer — traceable to the governing equations and to the standard it must pass.
σ_vM ≤ f_y / γ_M0 → PASS
01 / CAPABILITIES
[K]{u} = {F}
∂(ρu)/∂t + ∇·(ρu⊗u) = −∇p + ∇·τ
([K] − ω²[M]){φ} = 0
ρc_p ∂T/∂t = ∇·(k∇T) + q̇
∇²p − (1/c²) ∂²p/∂t² = 0
min f(x) s.t. g(x) ≤ 0
BUILT IN-HOUSE
Calculators, a materials library and our own solver — the same traceable numbers we put in our reports.
Formula, your numbers substituted, assumptions and the reference — free tools, and Pro tools such as tube mill roll design from the flower pattern to the drawings.
21 toolsStep-by-stepPDF · DXF Open the calculators On LinkedIn
99 materials — metals, concrete, timber and composites — every number marked minimum, characteristic, design or typical and linked to the document it came from.
99 materialsSourced valuesFE-ready export Browse the library
From a STEP file to a number you can defend: meshing, contact, linear static, modal, buckling and thermal. Here, a tube mill roll and its shaft under the forming load.
In developmentEarly access See Tessera02 / VERIFICATION & VALIDATION
A colourful contour plot proves nothing. Each deliverable passes four checks, and the evidence ships in the report.
03 / PROCESS
Inputs that do not change the engineering decision are removed before a single element is meshed.
We start from the decision you need to make, and keep only the loads, geometry and material data that actually change it.
Mesh independence and sanity checks come before any result is shown. If the model cannot be verified, it is not used.
Every result is checked against the code or standard the part must pass, with the margin stated.
You get the answer, the assumptions behind it and the traceable path from equation to conclusion.
07 / INDUSTRIES
07 / WHY BADGERMECX
Most analysis time is lost on data that does not change the answer. We decide what matters before we build the model.
Mesh independence, residuals and sanity checks are part of every job, not an extra.
Each result is tied to the code it must satisfy, so your reviewer can follow the same path.
You talk to the person who ran the analysis and can defend it.
05 / STANDARDS
Keep only the standards you actually work to — remove the rest.
Keep only the standards you actually work to — remove the rest.
| EN 1993 | Eurocode 3 — design of steel structures | Structural |
|---|---|---|
| EN 1998 | Eurocode 8 — earthquake resistance | Structural |
| ASCE 7 | Minimum design loads (wind, seismic) | Structural · CFD |
| MIL-STD-810 | Environmental engineering — vibration and shock | NVH |
| ISO 20816 | Mechanical vibration — measurement and evaluation | NVH |
09 / PROBLEM STATEMENT
Send the load case, the geometry format and the standard it must pass. You'll get a scoped, fixed deliverable back.