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Mechanical

Elastic–plastic interface radius from a target plastic fraction

Radius to which yielding has spread at peak autofrettage pressure, set by the fraction f of the wall thickness you choose to plastify.

Ref
MEC-68
Rev
v1
Field
Mechanical
Result
c [mm]

The radius c marks how far yielding has spread when the autofrettage pressure is at its peak. The zone from the bore (r = a) out to c has yielded and the ring from c to the outside (r = b) is still elastic. f is a fraction of the radial thickness, not a plastic strain and not an area fraction. Geometry and yield strength alone do not fix a pressure: a treatment target such as f must be chosen first.

Radius to which yielding has spread at peak autofrettage pressure, set by the fraction f of the wall thickness you choose to plastify. Inside it the material has yielded; outside it the wall is still elastic.

Calculator

Solve for
mm
mm
10150
mm
60300
0.050.95
  • Plastic zone thickness, c − a20 mm
  • Elastic ring thickness, b − c30 mm
  • Share of the cross-sectional area that has yielded, (c² − a²)/(b² − a²)32 %

What drives the result

Each variable is moved across its typical range while the others stay at the values above. The longest bar is the key driver.

Elastic–plastic interface radius (mm) current value 70 mm
bOuter radiusKey driver
54150
aInner radius (bore)
46130
fTarget plastic fraction of the wall
52.597.5
  • With a 50 mm bore, a 100 mm outer radius and a target of 40 % of the wall, yielding reaches a radius of 70 mm: 20 mm plastic and 30 mm elastic.
  • The same 40 % of the thickness covers 32 % of the cross-sectional area, because area grows with radius. Quoting a plastic fraction without saying which kind is a common source of confusion.
Chart data as tables

Ranked variables

VariableTypical rangeLowest resultHighest resultSwing (mm)Local stepChange in result
b Outer radius60 to 300 mm5415096+10%+5.71 %
a Inner radius (bore)10 to 150 mm4613084+10%+4.29 %
f Target plastic fraction of the wall0.05 to 0.95 52.597.545+10%+2.86 %

Sweep of Target plastic fraction of the wall

Target plastic fraction of the wallElastic–plastic interface radius (mm)
0.0552.5
0.162558.13
0.27563.75
0.387569.38
0.575
0.612580.63
0.72586.25
0.837591.88
0.9597.5

Sweep one variable

Elastic–plastic interface radius (mm)Hover, touch, or use the arrow keys on the chart
5060708090100 0.10.30.50.70.9 Target plastic fraction of the wall now 70

Variables and how each one contributes

c

Elastic–plastic interface radius

Result · mm

What the equation gives you. Everything else feeds it.

a

Inner radius (bore)

mm · typical 10 to 150

The inner (bore) radius of the cylinder, in mm, in the same length unit as b. It must be smaller than b. Raises c by (1 − f) of the change, because the bore moves the start of the wall. Raising it by 5 mm (to 55 mm) moves the result by +4.29 %, from 70 to 73 mm.

b

Outer radius

mm · typical 60 to 300

The outer radius of the cylinder, in mm, in the same length unit as a. It must be larger than a. Raises c by f of the change, because the outside moves the end of the wall. Raising it by 5 mm (to 105 mm) moves the result by +2.86 %, from 70 to 72 mm.

f

Target plastic fraction of the wall

· typical 0.05 to 0.95

The fraction of the wall thickness (b − a) that is yielded at peak pressure, a plain number between 0 and 1. A value of 0 means yielding only just begins and 1 means the whole wall has yielded. The slider runs from 0.05 to 0.95. Moves c in direct proportion, by (b − a) for each unit of f. Raising it by 0.05 (to 0.45) moves the result by +3.57 %, from 70 to 72.5 mm.

Worked example with the values above

  1. Wall thickness: b − a = 100 − 50 = 50 mm.
  2. Plastic part: f (b − a) = 0.4 × 50 = 20 mm.
  3. c = a + 20 = 70 mm.

Assumptions and limits

  • A long, uniform, single-piece thick cylinder with uniform internal pressure, no external pressure, small deformation and an initially stress-free isotropic material.
  • Elastic, perfectly plastic behaviour with the Tresca criterion at constant temperature, and a hoop stress that is the largest principal stress (σθ ≥ σz ≥ σr). The axial stress must be checked separately: open ends, closed ends and axial restraint give different states.
  • End regions, openings and attachments are ignored. This is a teaching and preliminary-analysis model, not a qualified manufacturing specification.

Common mistakes

  • Reading f as a plastic strain or as an area fraction.
  • Mixing units: a, b and r must share one length unit and the strengths and pressures must all be in MPa.

Statistics and uncertainty

This is pure geometry, so the only scatter is the tolerance on the radii: c moves by (1 − f) of any change in a and by f of any change in b. In practice the pressure that actually produces a chosen front is far less certain than c itself, because it depends on the yield strength of the real material.

Where it is used

  • Turning a treatment target into a radius before the autofrettage pressure is calculated.
  • Specifying where in the wall the plastic front should end up, for comparison with a measured or finite-element front.

Maths you need

  • Fraction: part of a whole
  • Thick-walled cylinder: a wall too thick for the thin-wall formula

Related formulas

Practise this formula