Fatigue: S-N curves, Miner's rule and damage tolerance

Fatigue of airframes: cyclic stress parameters, S–N curves, mean-stress (Goodman) correction, stress concentration, Miner's rule, and safe-life, fail-safe and damage-tolerant design.

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Why it matters

An airframe sees millions of load cycles in its life: gusts, manoeuvres, one ground–air–ground cycle per flight and one pressurisation cycle per flight. Each is far below the static strength, yet together they grow cracks from rivet holes and corners. Fatigue caused some of the most important accidents in aviation history and is now a design case for every primary structure, handled through S–N data, cumulative damage rules and damage tolerance.

Key ideas

Cyclic stress. A constant-amplitude cycle between σ_max and σ_min has amplitude σ_a = (σ_max − σ_min)/2, mean σ_m = (σ_max + σ_min)/2 and stress ratio R = σ_min/σ_max. R = −1 is fully reversed, R = 0 is zero-to-tension (typical of fuselage pressurisation).

S–N curve. A plot of stress amplitude (or maximum stress) against the number of cycles to failure N, usually log–log, from tests on specimens at a given R. In the finite-life region it is close to a straight line on log–log axes (Basquin): N·S^m = C. Steels and titanium show a fatigue (endurance) limit near 10⁶–10⁷ cycles; aluminium alloys do not, so a fatigue strength at a stated life (for example 5 × 10⁸ cycles) is quoted. S–N data show large scatter; design curves are lowered statistically and life predictions are divided by a scatter factor (often 3–5, from the applicable rules).

Mean stress. A tensile mean stress shortens life. To use fully reversed S–N data for a cycle with σ_m > 0, convert to an equivalent fully reversed amplitude with the Goodman line: σ_a/σ_ar + σ_m/σ_u = 1 (Gerber and Soderberg are alternatives).

Stress concentration. Holes, fillets and joints raise the local stress by K_t (about 3 at a circular hole in a wide plate). Fatigue cracks almost always start there, so detail design (cold-worked holes, generous radii, interference fasteners, avoiding eccentric joints) matters more than nominal stress.

Cumulative damage (Palmgren–Miner). Under a spectrum of stress levels, each level i applied n_i times uses a fraction n_i/N_i of life. Failure is predicted when D = Σ n_i/N_i = 1. The rule ignores load sequence: high loads early can slow later crack growth (overload retardation), so real damage at failure ranges roughly from 0.3 to 3. It is nonetheless the standard method for safe-life estimates.

Design philosophies.

  • Safe life: the part is retired after a demonstrated life divided by a scatter factor, whether or not cracks have appeared. Used where inspection is impractical, e.g. landing gear.
  • Fail safe: multiple load paths (multi-spar wings, crack stoppers, tear straps) so that failure of one member leaves enough strength to fly safely until detected.
  • Damage tolerance: assume a crack of detectable size exists from the start, predict its growth (fracture mechanics topic), and set inspection intervals so that it is found before it reaches critical size. Required for primary structure of transport aircraft.

Practical sources of cycles. Ground–air–ground (one large cycle per flight), pressurisation (one per flight, R ≈ 0 in the hoop direction), gusts and manoeuvres (many smaller cycles), taxiing, and acoustic and vibration loads.

Formulas

σ_a = (σ_max − σ_min)/2, σ_m = (σ_max + σ_min)/2, R = σ_min/σ_max

  • Stress amplitude, mean stress (Pa) and stress ratio.

N·S^m = C

  • Basquin-type S–N line; S: stress amplitude (Pa), N: cycles to failure, m and C: material constants for given R, surface and K_t (take from test data).

σ_a/σ_ar + σ_m/σ_u = 1

  • Goodman relation; σ_ar: equivalent fully reversed amplitude (Pa), σ_u: ultimate tensile strength (Pa).

D = Σ n_i / N_i

  • Miner's rule; n_i: applied cycles at level i, N_i: cycles to failure at that level from the S–N curve. Failure predicted at D = 1.

Life = 1 / D_per_block

  • Number of repeats of a load block (for example flights) to failure, before applying the scatter factor.

σ_peak = K_t·σ_nominal

  • Local stress at a notch (Pa); K_t: elastic stress concentration factor.

Worked examples

Example 1 (standard): Miner's rule over a flight spectrum. Given: each flight applies 1 cycle at 150 MPa (N = 2 × 10⁵), 10 cycles at 80 MPa (N = 5 × 10⁶) and 100 cycles at 40 MPa (N = 1 × 10⁸). Scatter factor 3.

  1. Damage per flight: D = 1/(2 × 10⁵) + 10/(5 × 10⁶) + 100/(1 × 10⁸).
  2. Terms: 5.0 × 10⁻⁶ + 2.0 × 10⁻⁶ + 1.0 × 10⁻⁶ = 8.0 × 10⁻⁶.
  3. Predicted mean life: 1/D = 125 000 flights.
  4. Safe life: 125 000/3 = 41 667 flights. Answer: mean life 125 000 flights; safe life ≈ 41 700 flights. The single large ground–air–ground cycle does most of the damage.

Example 2 (GATE level): mean stress and Basquin. Given: fully reversed S–N line N·S⁴ = C passing through S = 300 MPa at N = 10⁵. A lug sees cycles between σ_min = 20 MPa and σ_max = 200 MPa; σ_u = 480 MPa; Goodman correction.

  1. Constant: C = 10⁵ × 300⁴ = 8.1 × 10¹⁴ (MPa⁴).
  2. Cycle: σ_a = (200 − 20)/2 = 90 MPa, σ_m = (200 + 20)/2 = 110 MPa, R = 0.1.
  3. Goodman: σ_ar = σ_a/(1 − σ_m/σ_u) = 90/(1 − 110/480) = 90/0.7708 = 116.8 MPa.
  4. Life: N = C/σ_ar⁴ = 8.1 × 10¹⁴/116.8⁴ = 8.1 × 10¹⁴/1.858 × 10⁸ = 4.36 × 10⁶ cycles.
  5. Ignoring the mean stress (using 90 MPa) would give 8.1 × 10¹⁴/90⁴ = 1.23 × 10⁷ cycles, nearly three times too long. Answer: σ_ar = 116.8 MPa, N ≈ 4.4 × 10⁶ cycles.

Common mistakes

  • Using σ_max instead of σ_a with an S–N curve plotted in amplitude, or the reverse.
  • Ignoring tensile mean stress, which makes fatigue predictions unconservative.
  • Assuming aluminium alloys have an endurance limit.
  • Treating Miner's D = 1 as exact; it is an estimate with large scatter and sequence effects.
  • Forgetting the scatter factor when turning a mean life into a safe life.
  • Using nominal stress at holes and fillets instead of applying K_t or notched S–N data.

For GATE AE

Expect Miner's rule numericals with two or three stress levels, amplitude/mean/R calculations, Goodman corrections, reading an S–N relation, and conceptual questions on safe-life, fail-safe and damage-tolerant design. Practise converting a spectrum to damage per flight and then to a life.

Quick check

  1. A cycle runs from 0 to 200 MPa. What are σ_a, σ_m and R?
  2. A part takes 4000 cycles at a level with N = 20 000 and 6000 cycles at a level with N = 60 000. What is D?
  3. Name the design philosophy that assumes a crack exists from the start.
  4. Does a compressive mean stress usually lengthen or shorten fatigue life? Answers: 1. 100 MPa, 100 MPa, R = 0; 2. D = 0.2 + 0.1 = 0.3; 3. damage tolerance; 4. lengthen.

Try answering each one aloud before you open it.

  1. 1.What is fatigue in the context of aircraft structures?Concept

    Fatigue in aircraft structures refers to the progressive and localized structural damage that occurs when a material is subjected to cyclic loading. This type of loading can cause the initiation and growth of cracks, which may eventually lead to failure. Fatigue is a critical consideration in aircraft design because it can occur at stress levels much lower than the material's ultimate tensile strength.

  2. 2.Explain what an S-N curve is and its significance in fatigue analysis.Concept

    An S–N curve plots stress amplitude (or maximum stress) against the number of cycles to failure for specimens tested at a given stress ratio, usually on log–log axes, where the finite-life part is close to a straight line N·S^m = C. It gives the life at a stress level, which is the input to Miner's rule. Steels and titanium show an endurance limit near 10⁶–10⁷ cycles, but aluminium alloys do not, so a fatigue strength at a stated life is used; the large scatter means design curves are reduced and scatter factors applied.

  3. 3.What is Miner's rule and how is it applied in fatigue analysis?Concept

    Miner's rule, also known as the linear damage rule, is a method used to predict the fatigue life of a structure subjected to varying stress levels. It states that the total damage is the sum of the damage incurred at each stress level, and failure occurs when the sum equals one. The rule is applied by calculating the damage fraction for each stress level (number of cycles at that stress divided by the number of cycles to failure at that stress) and summing these fractions.

  4. 4.Describe the concept of damage tolerance in aircraft structures.Concept

    Damage tolerance is a design philosophy that ensures aircraft structures can sustain a certain level of damage without catastrophic failure. It involves designing structures to detect and tolerate damage, such as cracks, until they can be repaired. This approach enhances safety by allowing for regular inspections and maintenance to manage damage before it leads to failure.

  5. 5.Why is the S-N curve important in the design of aircraft components?Application

    The S-N curve is crucial in aircraft component design because it provides insights into the fatigue life of materials under cyclic loading. By understanding the relationship between stress levels and the number of cycles to failure, engineers can select appropriate materials and design components that can withstand the expected loading conditions over the aircraft's service life. This helps prevent premature failure and ensures safety and reliability.

  6. 6.What could happen if cumulative damage from a load spectrum is not considered in fatigue analysis?Application

    If only the most common or the largest load level is used, the damage from all the other cycles is missed, and the life is overestimated. In an aircraft spectrum the few large ground–air–ground cycles and the many small gust cycles both contribute, so Σn_i/N_i must be summed over every level. Underestimating damage leads to inspection intervals or retirement lives that are too long, and to cracks reaching critical size in service.

  7. 7.How does damage tolerance improve the safety of aircraft operations?Application

    Damage tolerance improves safety by ensuring that aircraft structures can sustain damage without immediate failure. This approach allows for the detection and management of damage through regular inspections and maintenance. By designing structures to tolerate damage, engineers can prevent catastrophic failures and extend the service life of aircraft components, enhancing overall safety and reliability.

  8. 8.Calculate the fatigue life of a material subjected to a cyclic stress of 200 MPa, given that the S-N curve for the material shows 10^6 cycles to failure at this stress level.Numerical

    Since the S-N curve indicates that the material can endure 10^6 cycles at a stress level of 200 MPa, the fatigue life of the material under these conditions is 1,000,000 cycles.

  9. 9.Using Miner's rule, determine if a component will fail if it undergoes 300,000 cycles at 150 MPa and 200,000 cycles at 200 MPa, given that the S-N curve shows 500,000 cycles to failure at 150 MPa and 400,000 cycles at 200 MPa.Numerical
    1. Calculate the damage fraction for 150 MPa: 300,000 / 500,000 = 0.6.
    2. Calculate the damage fraction for 200 MPa: 200,000 / 400,000 = 0.5.
    3. Sum the damage fractions: 0.6 + 0.5 = 1.1. Since the total damage exceeds 1, the component is predicted to fail.
  10. 10.What are the limitations of using Miner's rule in fatigue analysis?Application

    Miner's rule assumes that damage accumulates linearly and independently of the sequence of loading, which may not always be accurate. It does not account for the effects of load interactions, such as overloads or underloads, which can affect fatigue life. Additionally, the rule does not consider the material's microstructural changes or environmental factors that may influence fatigue behavior.

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