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Torsional Vibration Natural Frequency
The current ledger marks this instrument verified clean within the source-bound verification corpus.
Inspectable records
Ledger state
The current ledger marks this instrument verified clean within the source-bound verification corpus.
- Area
- Mechanical, Civil & Structural Engineering — Statics/Dynamics, Strength of Materials, Machine Design, Civil, HVAC, Vibration
- Tranche
- tranche-5
- Evidence ID
- t5-113
- Ledger rows
- 1
No ledger note is attached.
Review findings
Core shaft-disk formula is standard under the stated idealized assumptions, but the specification needs the explicit fn=ωn/(2π) formula, required unit conventions, and the exact shaft boundary/model assumptions before it can receive PASS. The empty honest_label is inadequate; it should disclose the fixed-end, rigid-disk, massless-shaft, undamped single-degree-of-freedom assumptions.
Formula and scope findings
- The listed formulas define kt and ωn but omit the formula for the declared output fn; the standard relation must be stated explicitly as fn=ωn/(2π).
- The model scope is not stated: these formulas assume a uniform, massless shaft fixed at one end with a rigid disk inertia J at the other, and negligible damping and shaft distributed inertia.
- Jp must mean the shaft Saint-Venant torsional constant. Calling it a polar second moment is valid directly for circular shafts, but not generally for noncircular sections.
Unit assumptions
- Use G in Pa (N/m²), Jp in m⁴, and L in m; kt then has units N·m/rad, with radians treated as dimensionless.
- Use J as the disk mass moment of inertia in kg·m²; it must not be confused with the shaft torsional constant Jp.
- ωn is in rad/s and fn is in Hz, using fn=ωn/(2π).
- For noncircular shafts, Jp requires the appropriate Saint-Venant torsional constant rather than the ordinary geometric polar second moment.
Boundary hardening
BREAK_CLAIMED · SELF_FLAGGED
The specification provides no stated domain-validation rules. L = 0 causes division by zero and must be rejected; negative stiffness inputs produce an undefined real square root. The formulas also do not define an actual piecewise branch at the sign switch.
Errata and corrections
No applied erratum is attached to this unique-name record.
Inspectable example
4 review vectors are recorded. One source-bound sample is shown below.
{
"inputs": {
"G_Pa": 80000000000,
"Jp_m4": 1e-8,
"L_m": 1,
"J_disk_kg_m2": 0.02
},
"expected_outputs": {
"kt_Nm_per_rad": 800,
"omega_n_rad_per_s": 200,
"fn_Hz": 31.83098862
},
"working": "kt=(G·Jp)/L=(80,000,000,000·0.00000001)/1=800 N·m/rad. ωn=√(kt/J)=√(800/0.02)=√40,000=200 rad/s. fn=ωn/(2π)=200/6.283185307=31.83098862 Hz."
}Related workflows
No source-defined multi-instrument workflow membership is recorded.
Sources and evidence
These pointers bind the page to evidence. They do not grant authority or collapse verification into deployment.
VERIFIED_LEDGER.json · VERIFIED_CLEANevidence-tranche5/tranche5-results.jsonBOUNDARY_HAZARD_CATALOG.json