Basquin-Gleichung (Wöhlerlinie); Dubbel Werkstofftechnik E 1.3.2, Bild 19 (Zeitfestigkeitsbereich, Grenzlastspielzahl 2–20·10⁶)

Time-limited fatigue strength via the Basquin equation

In a log-log S-N plot, the time-limited fatigue line follows a power law between the endurance limit and lower cycle counts.

MINTSI
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Inputs

Stress amplitude survivable at N cycles in the time-limited fatigue region.

Stress amplitude survivable from the knee-point cycle count ND onward (endurance region).

Cycle count beyond which the S-N curve levels off into the endurance region; often 2 to 10 million for steel.

Cycle count in the time-limited region (N<ND) for which the allowable amplitude is sought.

Reciprocal of the log-log slope of the time-limited fatigue line; material- and notch-dependent, often 3 to 15.

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Result

Select a target and calculate.

Calculation

σa = σD · (ND/N)^(1/k)

In a log-log S-N plot, the time-limited fatigue line follows a power law between the endurance limit and lower cycle counts.

Understand the inputs
  • Allowable stress amplitude σaStress amplitude survivable at N cycles in the time-limited fatigue region.
  • Endurance limit σDStress amplitude survivable from the knee-point cycle count ND onward (endurance region).
  • Knee-point cycle count NDCycle count beyond which the S-N curve levels off into the endurance region; often 2 to 10 million for steel.
  • Desired cycle count NCycle count in the time-limited region (N<ND) for which the allowable amplitude is sought.
  • Slope exponent kReciprocal of the log-log slope of the time-limited fatigue line; material- and notch-dependent, often 3 to 15.
Example

σD=200 MPa, ND=2,000,000, N=100,000 and k=5 give σa=200·(20)^0.2≈364.1 MPa.

Assumptions and limits

Valid only in the time-limited region (N<ND) of an idealised log-log linear S-N curve; scatter, load spectra, mean-stress effects and the transition to low-cycle fatigue are excluded.

Technical article

Understand Time-limited fatigue strength via the Basquin equation

This calculator determines one point on the time-limited fatigue line of an S-N diagram: the stress amplitude survivable at a given number of cycles, starting from the endurance limit.

What does this quantity describe?

In a log-log S-N diagram, time-limited fatigue strength runs as a straight line between low-cycle and endurance fatigue. The Basquin equation describes it as a power law: σa=σD·(ND/N)^(1/k), with knee-point cycle count ND marking the transition to the endurance region.

Formula and variables

σa = σD · (ND/N)^(1/k)

  • σa = σD · (ND/N)^(1/k)
Symbol / inputMeaning
Allowable stress amplitude σaStress amplitude survivable at N cycles in the time-limited fatigue region.
Endurance limit σDStress amplitude survivable from the knee-point cycle count ND onward (endurance region).
Knee-point cycle count NDCycle count beyond which the S-N curve levels off into the endurance region; often 2 to 10 million for steel.
Desired cycle count NCycle count in the time-limited region (N<ND) for which the allowable amplitude is sought.
Slope exponent kReciprocal of the log-log slope of the time-limited fatigue line; material- and notch-dependent, often 3 to 15.

Choose the inputs correctly

σD is the endurance limit (stress amplitude from ND cycles onward), ND the knee-point cycle count, N the desired cycle count in the time-limited region, and k the slope exponent of the time-limited line.

How to use the calculator

Take σD and ND from an S-N test, a component catalogue, or a standard such as DIN 743; derive k from the same test or from experience values for the material and notch case.

Worked example

σD=200 MPa, ND=2,000,000, N=100,000 and k=5 give σa=200·(20)^0.2≈364.1 MPa.

Understand the result and units

For N<ND, the allowable amplitude always exceeds σD; the smaller k, the more steeply the curve rises toward lower cycle counts.

σD and σa are stresses; ND, N and k are dimensionless.

Useful next calculation

For combining multiple stress components, see equivalent stress via the distortion-energy hypothesis.

Typical applications

Estimating allowable stress amplitude for a limited service life, e.g. for special load cases, test benches, or components with a defined rather than infinite design life.

Assumptions, limits and common mistakes

Valid only in the linear time-limited region (N<ND) of an idealised S-N curve; test-data scatter, load spectra instead of single-level loading, mean-stress effects and the transition to low-cycle fatigue (N<10⁴) are excluded.

Common mistake: Do not enter N>ND; above the knee-point cycle count the constant endurance limit σD applies, not the power law.

Frequently asked questions

What is “Time-limited fatigue strength via the Basquin equation” used for?

Estimating allowable stress amplitude for a limited service life, e.g. for special load cases, test benches, or components with a defined rather than infinite design life.

Where do the input values come from?

σD is the endurance limit (stress amplitude from ND cycles onward), ND the knee-point cycle count, N the desired cycle count in the time-limited region, and k the slope exponent of the time-limited line.

What does the result not cover?

Valid only in the linear time-limited region (N<ND) of an idealised S-N curve; test-data scatter, load spectra instead of single-level loading, mean-stress effects and the transition to low-cycle fatigue (N<10⁴) are excluded.

Sources, method and review

  • Dubbel, Werkstofftechnik E 1.3.2 Schwingbeanspruchungen, Bild 19: Bereiche Dauer-/Zeit-/Kurzzeitfestigkeit, Grenzlastspielzahl 2–20·10⁶ (lokale Kapitel-PDF)
  • Basquin-Gleichung – Wikipedia

Our method, source hierarchy and automated checks are documented on the methodology page. Read the methodology

Responsible
NormCalc-Redaktion
Last updated
2026-09-17