August 6, 2026 16 min read Fracture & Failure

Creep-Fatigue Interaction in High-Temperature Components

Components cycled at high temperature with sustained hold periods — power plant headers, turbine rotors, reactor internals — routinely fail sooner than either pure fatigue cycling or pure creep loading would predict alone, because the two damage mechanisms interact. This guide connects creep and fatigue testing into a single framework: the transgranular-versus-intergranular damage mechanisms, hold-time effects on cyclic life, the bilinear damage envelope used in design codes, and the time fraction, ductility exhaustion, and strain range partitioning methods used to predict life.

Key Takeaways

  • Creep-fatigue interaction combines cycle-dependent fatigue damage with time-dependent creep damage accumulated during hold periods, producing life shorter than either mechanism predicts alone.
  • Stress relaxation during a strain-controlled hold increases inelastic strain per cycle and promotes intergranular creep cavitation, shifting fracture from transgranular to intergranular as creep contribution grows.
  • Design codes (ASME Subsection NH, RCC-MR, R5) evaluate combined damage against a bilinear interaction diagram in fatigue-damage-fraction vs creep-damage-fraction space, with the envelope’s shape varying by material.
  • The time fraction rule (TFR) and ductility exhaustion (DE) are the two dominant linear damage summation methods; strain range partitioning (SRP) offers a more mechanistic alternative for mixed creep-plasticity cycles.
  • P91/P92, 304H/316H stainless, and Ni-based superalloys like Alloy 617 are the material families most commonly assessed for creep-fatigue interaction in high-temperature plant design.
  • Testing follows strain-controlled LCF with an imposed hold period (ASTM E2714/E2760), directly measuring the life reduction and stress relaxation behaviour attributable to the hold.
Creep damage fraction, Dc = Σ(t/tr) Fatigue damage fraction, Df = Σ(n/Nf) Intersection point (material-specific) Acceptable region Damage envelope boundary 1.0 1.0
Figure 1. Schematic bilinear creep-fatigue damage interaction diagram (after ASME Section III Subsection NH): a design is acceptable only if calculated fatigue and creep damage fractions plot inside the envelope. The intersection point coordinates are material-specific and must be taken from the governing code. © metallurgyzone.com

What Is Creep-Fatigue Interaction?

Creep-fatigue interaction occurs when a component experiences cyclic loading — mechanical, thermal, or both — while also spending significant time at sustained high temperature and stress within each cycle, most commonly a hold period at peak strain or load. Under these conditions, two distinct degradation mechanisms operate simultaneously and, critically, interact rather than simply adding independently: cycle-dependent fatigue damage from the repeated straining itself, and time-dependent creep damage accumulated during the sustained hold. The combined effect is generally more severe than either mechanism alone would predict, which is why creep-fatigue assessment is treated as a distinct discipline within high-temperature design codes rather than as a simple combination of separately evaluated creep and fatigue analyses.

Two Damage Mechanisms: Transgranular Fatigue vs Intergranular Creep Cavitation

Pure low-cycle fatigue damage in metals typically develops through transgranular mechanisms — slip band formation and crack growth through the interior of grains, largely independent of grain boundary condition. Creep damage, by contrast, develops predominantly at grain boundaries through the nucleation, growth, and eventual linkage of creep cavities, an inherently intergranular process. When both mechanisms operate together, fatigue crack growth accelerates as it increasingly follows creep-cavitated grain boundaries rather than propagating purely transgranularly, and the observed fracture surface typically shows a mix of transgranular and intergranular facets whose proportion shifts toward intergranular as the creep contribution to total damage grows.

Effect of Hold Time on Cyclic Life

Introducing a hold period at peak strain into an otherwise continuous-cycling low-cycle fatigue test consistently reduces cycles to failure compared with the same strain range cycled without a hold, for two related reasons. First, during a strain-controlled hold, stress relaxes over time as some of the elastic strain converts to inelastic (creep) strain at essentially constant total strain, which increases the effective plastic/inelastic strain range experienced by the material each cycle beyond what the nominal applied strain range alone would suggest. Second, the sustained stress and temperature during the hold itself drives creep cavitation at grain boundaries, directly seeding the intergranular damage described above. Life reduction from hold time is not unlimited, however: because stress relaxation is itself a time-dependent, decaying process, very long hold times can approach a saturation effect where further hold time adds comparatively little additional damage once stress has largely relaxed, an important nonlinearity that simple linear damage models do not always capture well.

The Damage Mechanism Map: Fatigue-Dominated, Mixed, and Creep-Dominated Regimes

The relative contribution of fatigue versus creep damage to total life depends strongly on strain amplitude and hold time, and can be organized into a damage mechanism map analogous in spirit to the fretting map used for contact fatigue. One useful way to express this is a damage ratio comparing the individually calculated creep and fatigue damage fractions.

Damage-ratio classification (illustrative)
Z = Dc / (Dc + Df)

  Z < ~0.33   :  fatigue-dominated regime (cyclic plasticity controls)
  ~0.33-0.67  :  mixed-mode regime (competitive interaction)
  Z > ~0.67   :  creep-dominated regime (time-dependent damage controls)

where Df = fatigue damage fraction, Dc = creep damage fraction

Short hold times and larger strain amplitudes tend to sit in the fatigue-dominated regime, where cyclic plasticity is the primary degradation driver and the interaction, while present, is comparatively modest. Long hold times, particularly at lower strain amplitude and higher temperature, push toward the creep-dominated regime, where time-dependent damage controls life and continuous-cycling fatigue data alone becomes a poor predictor of actual component life.

Life Prediction Methods

Three broad families of methods are used to predict creep-fatigue life, each with different data requirements and levels of mechanistic detail.

Time Fraction Rule (TFR)

Linear damage summation (time fraction rule)
Df + Dc  =  Σ(ni/Nfi)  +  Σ(tj/trj)   ≤  Envelope limit

where:
  ni/Nfi = applied cycles / cycles-to-failure, per cycle type
  tj/trj = hold time / creep rupture time at hold
                stress and temperature, per hold period

TFR is the approach used in ASME Subsection NH and RCC-MR, evaluating fatigue damage from continuous-cycling fatigue data and creep damage from independently determined creep rupture data, then combining both fractions and checking the result against the bilinear interaction diagram described below.

Ductility Exhaustion (DE)

The ductility exhaustion method, the primary approach in the UK R5 procedure, instead calculates creep damage as the accumulated creep strain divided by the material’s available creep ductility (strain to rupture) under the relevant conditions, rather than as a time fraction. A recognized limitation is that the calculated creep damage fraction can exceed unity for some materials and conditions, which produces conservative (sometimes overly conservative) predictions unless a modified ductility exhaustion approach is applied to correct for this behaviour.

Strain Range Partitioning (SRP)

Strain range partitioning, developed by Manson and Halford, takes a more mechanistic route by dividing the total inelastic strain range within a cycle into four possible components depending on whether straining is time-independent (plastic, P) or time-dependent (creep, C) in tension and compression: PP (fully plastic reversal), CP (creep in tension, plastic in compression), PC (plastic in tension, creep in compression), and CC (fully creep reversal). Each partition has its own characteristic strain-life relationship determined experimentally, and life for a general mixed cycle is predicted by combining the relevant partitions according to their proportion of the total inelastic strain range. SRP offers a more physically grounded description of creep-fatigue interaction than simple linear damage summation but requires substantially more experimental characterization to apply.

The Creep-Fatigue Interaction (Bilinear Damage) Diagram

Rather than treating a simple sum Df + Dc ≤ 1 as universally acceptable, design codes such as ASME Subsection NH define a bilinear damage envelope in Df-Dc space: two straight-line segments meeting at a material-specific intersection point, inside which the combination of calculated fatigue and creep damage is considered acceptable. The intersection point is placed well inside the simple Df + Dc = 1 line for materials known to show strong creep-fatigue interaction, reflecting test data showing that such materials fail at combined damage fractions considerably below what independent, additive damage would suggest.

Intersection Coordinates Are Material-Specific — Always Consult the Code

The exact intersection point of the bilinear envelope varies considerably by material and is published directly in the governing code (for example, ASME Subsection NH gives distinct envelope coordinates for different material classes, generally lower — i.e., more conservative — for materials showing stronger interaction, and higher for materials showing weaker interaction). Never assume a generic intersection value; always take the coordinates from the current edition of the applicable code for the specific material being assessed.

Governing Codes and Standards

CodeRegion / OriginPrimary Damage MethodTypical Application
ASME BPVC Section III, Subsection NHUnited StatesTime fraction rule, bilinear interaction diagramNuclear and high-temperature components
RCC-MRFranceTime fraction ruleOriginally fast breeder reactor components; broader high-temperature use
R5 ProcedureUnited KingdomDuctility exhaustion (primary); linear damage summation as fallbackHigh-temperature structural integrity assessment

Materials Most Affected

Material FamilyTypical ApplicationCreep-Fatigue Relevance
2.25Cr-1Mo, P91/P92 (9Cr-1Mo modified)Power plant headers, high-temperature pipingFine-grained HAZ particularly susceptible; assessed alongside temper embrittlement risk in the same components
304H / 316H austenitic stainless steelReactor internals, high-temperature piping and vesselsWell-characterized creep-fatigue interaction data underlies ASME NH envelope for these grades
Ni-based superalloys (e.g. Alloy 617)Advanced reactor and gas turbine hot-section componentsCandidate materials for next-generation high-temperature nuclear designs; active area of ongoing creep-fatigue characterization

Testing Methods

Creep-fatigue interaction is characterized experimentally using strain-controlled low-cycle fatigue testing with a deliberately imposed hold period, typically in tension and sometimes also in compression, inserted at peak strain each cycle, following standardized procedures such as ASTM E2714 and E2760. Stress relaxation during the hold is recorded directly, and resulting cyclic life is compared against continuous-cycling (no hold) fatigue tests at the same total strain range to isolate and quantify the life reduction specifically attributable to the hold period, providing the experimental basis for both the time fraction and ductility exhaustion damage parameters used in design.

Design Implications

  • Minimize unnecessary hold time at peak stress/strain and elevated temperature during operating cycles wherever process requirements allow, since hold time is often the single largest lever on creep-fatigue life.
  • Recognize that continuous-cycling fatigue data alone will overpredict life for components with significant high-temperature hold periods; dedicated creep-fatigue data or code-based assessment is required.
  • Pay particular attention to fine-grained HAZ regions in creep-resistant Cr-Mo and 9-12%Cr steel weldments, a location where creep-fatigue interaction and Type IV cracking both concentrate.
  • Always use the material- and code-specific bilinear interaction diagram coordinates rather than a generic damage summation limit for final design acceptance.
  • Account for the nonlinear, saturating nature of stress relaxation when extrapolating life predictions to very long hold times, since simple linear time-fraction extrapolation can be non-conservative or overly conservative depending on the material and regime.

Frequently Asked Questions

What is creep-fatigue interaction?
Creep-fatigue interaction is the combined, mutually accelerating damage that occurs when a component experiences both cyclic mechanical or thermal loading and sustained hold periods at high temperature, so that time-dependent creep damage accumulates alongside cycle-dependent fatigue damage and produces shorter life than either mechanism would cause alone.
Why does a hold time reduce fatigue life?
During a strain-controlled hold at peak strain, stress relaxes over time as elastic strain converts to inelastic creep strain, which both increases the effective plastic strain range experienced per cycle and allows time-dependent creep cavitation to develop at grain boundaries, promoting a shift from transgranular fatigue cracking toward more damaging intergranular crack growth.
What is the time fraction rule for creep-fatigue damage?
The time fraction rule sums fatigue damage as the ratio of applied cycles to cycles-to-failure for each cycle type, and creep damage as the ratio of hold time to creep rupture time at the hold stress and temperature for each hold period, combining both into a single damage criterion evaluated against a bilinear interaction diagram, as used in ASME Section III Subsection NH and RCC-MR.
What is the ductility exhaustion method?
The ductility exhaustion method calculates creep damage as the accumulated creep strain divided by the material’s creep ductility (strain to rupture) rather than as a time fraction, and is the primary approach used in the UK R5 procedure; a known limitation is that the calculated creep damage fraction can exceed unity for some materials, leading to conservative predictions unless a modified ductility exhaustion approach is used.
What is the ASME Subsection NH creep-fatigue interaction diagram?
The ASME Subsection NH interaction diagram plots fatigue damage fraction against creep damage fraction and defines a bilinear (two-segment) damage envelope; a design is acceptable only if the calculated combination of fatigue and creep damage falls within this envelope, with the envelope’s exact intersection point varying by material to reflect how strongly that material’s life is reduced by creep-fatigue interaction relative to either mechanism alone.
What is strain range partitioning?
Strain range partitioning, developed by Manson and Halford, separates the total inelastic strain range in a cycle into four components based on whether straining is plastic (time-independent) or creep (time-dependent) in tension and compression, denoted PP, CP, PC, and CC, each with its own strain-life relationship, allowing life to be predicted for cycles containing any mixture of plastic and creep straining.
How does creep-fatigue damage change the fracture mode?
Pure low-cycle fatigue typically produces transgranular cracking through the grains, while significant creep contribution shifts crack growth toward intergranular paths along grain boundaries, following the same boundaries where creep cavities nucleate and link up under sustained load, and mixed transgranular-intergranular fracture is common at intermediate creep-fatigue conditions.
Which materials and components are most affected by creep-fatigue interaction?
Cr-Mo and 9-12% Cr creep-resistant steels such as P91 and P92, austenitic stainless steels like 304H and 316H, and nickel-based superalloys such as Alloy 617 are commonly assessed for creep-fatigue interaction, and it is a primary design consideration for power plant headers, steam turbine rotors, high-temperature reactor components, and gas turbine hot-section hardware subject to repeated startup and shutdown cycling.
How is creep-fatigue interaction tested in the laboratory?
Standard practice uses strain-controlled low-cycle fatigue testing with a tensile (and sometimes compressive) hold period inserted at peak strain each cycle, per methods such as ASTM E2714 and E2760, measuring stress relaxation during the hold and comparing resulting cyclic life against continuous-cycling fatigue tests at the same strain range to quantify the life reduction attributable to the hold time.
Which codes govern creep-fatigue design assessment?
ASME Boiler and Pressure Vessel Code Section III, Subsection NH (United States), RCC-MR (France, originally for fast breeder reactor components), and the R5 procedure (United Kingdom) are the principal codes governing creep-fatigue design assessment for high-temperature nuclear and power generation components, each using a broadly similar linear damage summation approach with method-specific details.

Recommended Reference Books

ASM Handbook, Volume 19: Fatigue and Fracture

Reference data and methodology for creep-fatigue interaction, low-cycle fatigue, and hold-time testing.

View on Amazon

Mechanical Behavior of Materials by Norman E. Dowling

Covers low-cycle fatigue, Coffin-Manson analysis, and the foundations of creep-fatigue life prediction.

View on Amazon

Creep-Resistant Steels (Woodhead Publishing)

Focused reference on Cr-Mo and 9-12% Cr power plant steels and their creep-fatigue behaviour.

View on Amazon

High Temperature Structural Design (R5/R6 methodology references)

Practical reference on high-temperature structural integrity assessment procedures including R5.

View on Amazon

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