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Module E — Design Guide

Snap Ring & Circlip Design

Snap rings and circlips are the most widely manufactured retaining ring type in the world. Their constant radial width makes them cheap to produce from wire or strip, but introduces a design constraint that is frequently misunderstood: non-circular deformation during assembly significantly increases bending stress compared to what simple calculations suggest.

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Snap Ring vs Tapered Retaining Ring — What is the Difference?

Both types sit in a machined groove and carry axial loads by dishing against the groove wall. The fundamental difference is the ring cross-section profile:

Snap Ring / Circlip
DIN 5417, SW/SB, DIN 7993
Section profileUniform — constant width b
Eccentricity z0 (concentric)
Dishing angle Ψ0.25 (fixed)
Pliers stress factor×1.15 (non-circular)
Assembly clearanced₁ + 2b
ManufacturingWire or strip — cheap
Groove compatibilityOwn groove standard
Grooved Axial Ring
DIN 471 / DIN 472
Section profileTapered — width reduces to lug
Eccentricity z0.25b (shaft), 0.30b (bore)
Dishing angle Ψ0.055–0.263 (d₁-dependent)
Pliers stress factor×1.0 (near-circular)
Assembly clearanced₁ + 1.5b
ManufacturingStamped strip — eccentric tool
Groove compatibilityDIN 471/472 standard

The tapered profile of the grooved axial ring forces near-circular deformation — the eccentric contour causes the ring to open evenly around its circumference rather than bulging at the point opposite the gap. Snap rings lack this property: when opened with pliers they deform like a shallow arch, concentrating bending stress at the point opposite the opening. This is why the 1.15 factor applies to snap ring assembly but not to standard grooved rings.

When to Use a Snap Ring

Snap rings are the right choice when:

Use a grooved axial ring (Module A) instead when:

The Assembly Method Makes a Real Difference

This is the most practically important point in snap ring design and the one most often overlooked in simple calculators. The bending stress during assembly depends on how the ring is deformed, not just by how much.

Pliers Assembly +15% stress
Pliers apply force at the two assembly holes (or tips for wire rings), causing the ring to deform as a shallow arch. The point opposite the gap bulges outward significantly more than a circular expansion would require, concentrating bending stress there. The handbook specifies a 1.15 multiplication factor (Eq.⑮) to account for this. For bore rings, the ring closes rather than opens — the same non-circular effect applies in the opposite direction.
Mandrel or Taper Tool No penalty
A taper tool or mandrel forces the ring to expand (or contract) while maintaining contact at two ends and the midpoint simultaneously. This constrains the deformation to be near-circular, eliminating the arch-bulge effect. The 1.15 factor does not apply, and the base stress equation (Eq.⑬) is used directly. This is particularly important for small rings where stress is already high. For production environments, mandrel assembly is always preferred.
Practical impact: for a snap ring that just passes the assembly stress check with pliers (σ_b at limit), switching to mandrel assembly immediately gives 13% stress reduction — moving the design comfortably inside the limit with no other changes. The calculator shows both modes so you can see the margin directly.

Key Design Equations

Groove Load Capacity

Identical to the grooved axial ring — the groove geometry and material set the upper limit:

Groove capacity — Eq. ②
F_N = (σ_s × A_N) / (q × S)
A_N = (π/4)(d₁² − d₂²) shaft; A_N = (π/4)(d₂² − d₁²) bore
q from collar length ratio n/t (q = 1.2 at n/t = 3)

Ring Constant

For snap rings, mean width b_m = b (since eccentricity z = 0):

Ring constant — Eq. ④
K = (π × E × s³ / 6) × ln(1 + 2b / Y)
b_m = b (z = 0 for uniform-section ring)
Y = d₂ (shaft); Y = d₂ − 2b (bore)

Ring Load Capacity

Ψ is fixed at 0.25 for all snap rings — this is stated in the design reference and does not vary with diameter as it does for tapered rings:

Ring load capacity — Eq. ⑦
F_R = (0.25 × K) / (h × S)
Ψ = 0.25 always for snap rings
h = lever arm from abutment geometry (same rules as grooved rings)
30% reduction applies for alternating loads (both directions)

Assembly Bending Stress — Eq. ⑮

The neutral diameter constants change because z = 0 — the full width b appears rather than 0.75b:

Assembly stress shaft ring — Eq. ⑮
σ_b = 1.15 × (d₁ − d₃) × E × b / [(d₁ + b)(d₃ + b)]
Factor 1.15 applies for pliers assembly. Omit for mandrel/taper assembly.
Bore ring: σ_b = 1.15 × (d₃ − d₁) × E × b / [(d₁ − b)(d₃ − b)]
Compare to Module A shaft: σ_b = (d₁−d₃)·E·b / [(d₁+0.75b)(d₃+0.75b)]
The +b denominators are larger than +0.75b, giving lower stress for the same diameter change — but the 1.15 factor typically more than offsets this for pliers assembly.

Installation Clearance

Assembly sweep diameter — shaft snap ring
d_outer_assy = d₁ + 2b
Snap rings require d₁ + 2b clearance — more than grooved rings (d₁ + 1.5b).
Any bore or shoulder in the assembly path must exceed this diameter.

Snap Rings as Spring Elements

Snap rings are sometimes used as external closing springs in electrical contact assemblies, where the ring's own tension provides a controlled contact force. In this application the opening force at the lug tips is the key output:

Opening force — Eq. ⑯
F = σ_b × b² × s / (6 × l)
l = lever arm from force application point (plier tips or lug holes) to ring centreline
σ_b from Eq.⑮ (without 1.15 factor if the deformation is circular)
This force is what must be overcome to expand the ring; half this value is the radial contact force per lug when the ring is seated.

Worked Example

Design a bore snap ring to retain a component in a 40 mm bore. Static axial load 3,000 N. Housing is aluminium alloy (σ_s = 180 N/mm²). Ring material spring steel. Groove depth 1.2 mm. Available strip thickness 1.0 mm. Assembly with pliers. Safety factor S = 1.5.

Step 1 — Groove geometry (bore ring)
d₁ Bore diameter40 mm
t Groove depth1.2 mm
d₂ = d₁ + 2t (bore ring)42.4 mm
A_N = π/4 × (42.4² − 40²)154.7 mm²
Step 2 — Groove load capacity
q = 1.20 (n/t = 3)
F_N = (180 × 154.7) / (1.20 × 1.5) = 27,846 / 1.8 = 15,470 N
F_N15,470 N ✓

Aluminium housing — groove is adequate but note the relatively low σ_s means groove load capacity would fail sooner for a harder ring or higher load.

Step 3 — Ring load capacity (s = 1.0 mm, iterate b)
Ψ = 0.25 (fixed for snap rings)
h (sharp-cornered) = 0.3 + 0.002×40 = 0.38 mm

Try b = 4.0 mm:
b_m = b = 4.0 mm (z = 0 for snap rings)
Y = d₂ − 2b = 42.4 − 8.0 = 34.4 mm
K = (π × 210,000 × 1.0³ / 6) × ln(1 + 8.0/34.4)
K = 109,956 × ln(1.233) = 109,956 × 0.2090 = 22,981 N·mm

F_R = (0.25 × 22,981) / (0.38 × 1.5) = 5,745 / 0.57 = 10,079 N
(exceeds 3,000 N — try smaller b to find minimum)

Try b = 1.8 mm:
Y = 42.4 − 3.6 = 38.8 mm
K = 109,956 × ln(1 + 3.6/38.8) = 109,956 × 0.0889 = 9,775 N·mm
F_R = (0.25 × 9,775) / 0.57 = 4,287 N

Try b = 1.4 mm:
Y = 42.4 − 2.8 = 39.6 mm
K = 109,956 × ln(1 + 2.8/39.6) = 109,956 × 0.0688 = 7,565 N·mm
F_R = (0.25 × 7,565) / 0.57 = 3,318 N
b_min~1.4 mm
F_R3,318 N ✓
Step 4 — Assembly stress (pliers, bore ring)
d₃ ≈ d₂ = 42.4 mm (static — minimum tension)
σ_b = 1.15 × (d₃−d₁) × E × b / [(d₁−b)(d₃−b)]
σ_b = 1.15 × (42.4−40) × 210,000 × 1.4 / [(40−1.4)(42.4−1.4)]
σ_b = 1.15 × 2.4 × 210,000 × 1.4 / [38.6 × 41.0]
σ_b = 1.15 × 705,600 / 1,582.6 = 512 N/mm²
σ_b512 N/mm² ✓
Permissible (d₁=40 mm)~2,000 N/mm²

Assembly stress is well within limits — the 40 mm bore ring has a generous stress margin. This is typical for bore snap rings in larger diameters; the binding constraint is usually groove capacity (soft housing material) or ring load capacity.

Symbol Reference

SymbolUnitDescription
d₁mmNominal bore or shaft diameter
d₂mmGroove diameter (shaft: d₁−2t; bore: d₁+2t)
d₃mmRing unstressed diameter (shaft: inner; bore: outer)
bmmRing radial width (constant — uniform section)
smmRing thickness (axial)
tmmGroove depth
zmmEccentricity — 0 for snap rings (uniform section)
b_mmmMean width = b − z = b (z=0 for snap rings)
A_Nmm²Groove annular area
KN·mmRing stiffness constant
ΨPermissible dishing angle = 0.25 (fixed)
hmmLever arm from abutment geometry
qCollar length ratio load factor
F_RNRing load capacity
F_NNGroove load capacity
σ_bN/mm²Assembly bending stress
SSafety factor
1.15Pliers assembly stress penalty factor (Eq.⑮)
lmmLever arm for spring element opening force calculation

Frequently Asked Questions

Is a snap ring the same as a circlip?
The terms are used interchangeably in common usage. Strictly, a circlip (from "circular clip") usually refers to the stamped flat-section ring with assembly holes (like DIN 471/472 standard rings), while a snap ring typically refers to the wire-section ring (DIN 7993). However, in practice both names are applied to both types. This calculator covers all uniform-section rings regardless of how they are called.
Why does Ψ = 0.25 for snap rings but vary for grooved rings?
Ψ (the permissible dishing angle) is the angle to which the ring can tilt before permanent deformation occurs. For tapered grooved rings it depends on diameter because the taper profile gives smaller rings proportionally less angular travel before stress limits are reached. For snap rings the uniform section means the relationship is different, and 0.25 radians (approximately 14°) is the fixed design limit regardless of diameter. This is a conservative universal value stated in the design reference for all snap ring types.
Can I use a snap ring in a standard DIN 471/472 groove?
Generally no — snap rings and grooved axial rings have different groove standards. The groove diameter d₂, groove width, and shoulder proportions are specified differently. Fitting a snap ring in a DIN 471/472 groove will usually result in the ring sitting with different tension and potentially not fully engaging the groove. Always use the groove specification appropriate to the ring type you are using.
My snap ring keeps rotating in its groove — what is the cause?
Ring rotation in service means insufficient radial tension. For snap rings this is usually caused by over-expansion during pliers assembly — the permanent increase in d₃ reduces or eliminates the radial interference against the groove base. Use a stop-screw on pliers or a mandrel to prevent over-expansion. If rotation remains a problem after correct assembly, the ring is too wide relative to its natural-state/groove diameter difference — a ring with smaller d₃ relative to d₂ (more interference) is needed.
The calculator shows my design fails assembly stress — what are my options?
In order of ease: (1) Switch to mandrel assembly — removes the 1.15 factor immediately. (2) Increase ring thickness s — reduces required b (s³ dependence on K is very strong). (3) Use a deeper groove — increasing t reduces b needed for the same load capacity, reducing stress. (4) Use a tapered grooved axial ring (Module A) — the eccentric profile gives lower assembly stress for the same load capacity.
What is the difference between DIN 5417 and DIN 7993?
DIN 5417 (circlips) are stamped flat-section rings similar in profile to DIN 471/472 but with constant width — they have assembly holes for pliers. DIN 7993 rings are made from round wire and have a circular cross-section rather than rectangular. The design equations in this calculator apply to both — the key inputs are the effective radial width b and thickness s. For round-wire rings, s and b are both approximately equal to the wire diameter d₇, though the section modulus differs from a true rectangular cross-section.
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