
Last updated: 25 Mar 2026
This article focuses on the equations, symbols, correction factors, and hand-calculation workflow engineers use to estimate fatigue strength under cyclic loading. For the conceptual differences between fatigue strength, fatigue limit, endurance limit, and material-specific S–N behavior, see our companion guide: Fatigue Strength vs Fatigue Limit: Formula, Symbols, and Material Data.
Fatigue strength is not a universal material constant. It depends on the material, the target number of cycles, the surface condition, the component size, the loading mode, and the mean stress. Hand calculations are useful for quick estimates and concept-stage design checks, but they are not a substitute for full fatigue assessment in welded details, complex geometries, or variable-amplitude loading.
Before using any formula, define the calculation case clearly.
You need:
If those inputs are vague, the result will be vague too.
The same terms appear repeatedly in fatigue calculations, so the notation should be clear from the start.
These are the symbols most engineers encounter when working with stress-life fatigue calculations.
Hand calculations start with the loading cycle.
\(\sigma_a = \frac{\sigma_{\max} – \sigma_{\min}}{2}\)
This is the alternating part of the stress cycle. In most fatigue calculations, this is the stress you are ultimately trying to compare with an allowable fatigue value.
\(\sigma_m = \frac{\sigma_{\max} + \sigma_{\min}}{2}\)
Mean stress matters because tensile mean stress reduces fatigue resistance, while compressive mean stress can improve it.
\(R = \frac{\sigma_{\min}}{\sigma_{\max}}\)
The stress ratio defines the loading cycle shape. A fully reversed cycle has R = -1. A pulsating tensile load has R = 0. Different fatigue data sets are tied to different stress ratios, so this value cannot be ignored.
The next step depends on the material type.
A common starting estimate for polished laboratory specimens is:
\(S_e’ \approx 0.5 \, UTS\)
This is only a first estimate, not a design-ready number. It applies to smooth test specimens, not real components with holes, welds, rough surfaces, or size effects.
For aluminium and other non-ferrous materials, use the fatigue strength at a specified cycle count from an S–N curve instead of assuming an endurance limit.
For aluminium, “what is the fatigue limit?” is usually the wrong question. The practical question is: what stress amplitude is acceptable for the required life?
For steel components, the test-specimen endurance limit must be reduced before it can be used in design.
The standard Marin-style correction form is:
\(S_e = k_a \cdot k_b \cdot k_c \cdot k_d \cdot k_e \cdot k_f \cdot S_e’\)
Where:
This is the step many simplified explanations skip, even though it is what makes the estimate usable for a real component. They jump from 0.5 × UTS straight to a design conclusion, skipping the part where the lab value gets cut down to something realistic.
If the mean stress is not zero, adjust the allowable stress amplitude.
One of the most widely used practical equations is the modified Goodman equation:
\(\frac{\sigma_a}{S_e} + \frac{\sigma_m}{UTS} = 1\)
Rearranged to solve for allowable stress amplitude:
\(\sigma_a = S_e \left(1 – \frac{\sigma_m}{UTS}\right)\)
This gives a quick hand-calculation estimate of fatigue strength under non-zero mean stress.
That is why a component under steady tensile preload usually has worse fatigue performance than one under a fully reversed cycle with the same stress amplitude.
If you need the fatigue strength at a specified number of cycles, use the stress-life relationship.
\(\sigma_a = \sigma_f’ \left(2N_f\right)^b\)
Where:
This is the standard equation for high-cycle fatigue in the elastic regime.
Take a steel component with:
Use the modified Goodman equation to estimate the allowable fatigue stress amplitude.
\(\sigma_a = S_e \left(1 – \frac{\sigma_m}{UTS}\right)\)
\(\sigma_a = 300 \left(1 – \frac{100}{600}\right)\)
\(\sigma_a = 300 \left(1 – 0.1667\right)\)
\(\sigma_a = 300 \cdot 0.8333\)
\(\sigma_a \approx 250 \, \text{MPa}\)
So the estimated allowable fatigue stress amplitude for this loading condition is 250 MPa.
That does not mean the part is automatically safe. It only means the hand-calculated fatigue strength estimate under the stated assumptions is 250 MPa.
Suppose a material has:
Then:
\(\sigma_a = 900 \left(2 \times 10^6\right)^{-0.09}\)
This gives the estimated fatigue strength at one million cycles based on the stress-life relation.
In practice, engineers usually take σ′f and b from material data, standards, or validated fatigue test results, not guess them.
Hand calculations are useful when:
They are especially useful for understanding how mean stress, stress ratio, and correction factors change the answer.
Hand calculations are not enough when:
That is where fatigue software, detailed FEA results, S–N class selection, rainflow counting, and code-based verification become necessary.
Ultimate tensile strength is not fatigue strength. Static capacity and cyclic resistance are different problems.
That value is only a smooth-specimen starting estimate for some steels. It is not the usable fatigue strength of a real component.
A tensile mean stress reduces allowable fatigue stress amplitude. If you skip that correction, the estimate is too optimistic.
Aluminium does not usually have a true endurance limit. Use finite-life S–N data instead of pretending there is a safe infinite-life plateau.
They are not. Hand calculations are screening tools, not a replacement for a proper fatigue assessment when standards, weld classes, and real stress fields matter.
Fatigue calculators are useful when you want faster iteration or when the number of interacting variables starts getting large. They help when:
The SDC Verifier supports fatigue checks according to standards such as DNV-RP-C203, Eurocode 3, and DIN 15018. It also includes automated tools for weld recognition and fatigue-detail setup, which is where manual workflows usually become slow and error-prone.
If you want to calculate fatigue strength by hand, the workflow is straightforward:
That is enough for a serious first estimate.
It is not enough for every real structure.
When welds, variable-amplitude loading, code compliance, and complex geometry start driving the result, hand calculations should stop being the main method and become the sense-check.
There is no single universal fatigue-strength formula for every case. The most common equations are the Basquin equation for finite-life stress-life calculations and the modified Goodman equation for mean-stress correction.
At minimum, calculate the stress amplitude, mean stress, and stress ratio; estimate or obtain the base fatigue value from material data; apply correction factors; then use a mean-stress equation such as Goodman or a stress-life equation such as Basquin.
The fatigue strength coefficient σ′f is a material parameter used in the Basquin equation. It helps define the stress-life curve in the high-cycle regime.
The modified Goodman equation is:
\(\frac{\sigma_a}{S_e} + \frac{\sigma_m}{UTS} = 1\)
It is used to reduce the allowable stress amplitude when tensile mean stress is present.
Fatigue strength is the stress causing failure at a specified number of cycles. Fatigue limit is a threshold below which some materials can survive very large numbers of cycles without fatigue failure. For the full comparison, see Fatigue Strength vs Fatigue Limit: Formula, Symbols, and Material Data.
Not exactly. Steel calculations often start from an endurance-limit concept. Aluminium calculations usually rely on finite-life S–N data because aluminium generally does not show a true endurance limit.
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