Method. Hoop stress σ = F
r/(2π·N·a) — ring tension F
r/2π carried by the winding's total conductor section. Compared against the widely used industry ceiling of 0.9 × Rp0.2 for the outer (tensile) winding; IEC 60076-5 itself sets no numeric stress limit, it requires demonstrated withstand.
Buckling uses the classical thin-ring result under uniform external pressure with n
s equally spaced radial supports: σ
cr = (n
s²−1)·E·t²/(12·R²), E = 110 GPa for copper, t = inner-winding radial build (divided by the independent-layer count), R = its mean radius. n
s = 2 degenerates to the free-buckling case σ
cr = E·t²/(4R²), as it should.
Axial force uses the residual ampere-turn method: F
ax = μ₀·π·D
m·(ε·N·I
peak)²/(2·h
w) — the radial leakage flux created by the unbalanced ampere-turns acting on the axial current.
Spacer pressure = F
ax divided by the true bearing area of the radial spacer columns, checked against ≈35 MPa, a common design ceiling for precompressed transformerboard under short-circuit (ultimate crushing is well above this; the design limit protects clamping stability and prevents permanent set).
Limits of this check. Uniform, monolithic rings; no allowance for winding ovality, conductor tilting, joint and lead forces, cumulative axial forces through the clamping structure, or the dynamic amplification when the fault frequency is near a mechanical natural frequency. A genuine withstand demonstration is either a certified short-circuit test or FEM electrodynamic force mapping per IEC 60076-5 —
treat everything here as a sizing sanity-check, not a certificate of conformance or product certification.
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