14.3 Fatigue Strength of Components 407
extremevaluedistributions,aremorerealisticandallowtheexistenceofminimumfatigueendurances
andfatiguelimits.
Thedamagingportionofafluctuatingloadcycleoccurswhenthestressistensile;thiscausescracks
toopenandgrow.Therefore,ifasteadytensilestressissuperimposedonacyclicstress,themaximum
tensilestressduringthecyclewillbeincreasedandthenumberofcyclestofailurewillbedecreased.
Conversely,ifthesteadystressiscompressive,themaximumtensilestressdecreasesandthenumber
ofcyclestofailureincreases.Anapproximatemethodofassessingtheeffectofasteadymeanvalueof
stressisprovidedbyaGoodmandiagram,asshowninFig.14.2.Thisshowsthecyclicstressamplitudes
whichcanbesuperimposedupondifferentmeanstresslevelstogiveaconstantfatiguelife.InFig.14.2,
Saistheallowablestressamplitude,Sa,0isthestressamplituderequiredtoproducefatiguefailureatN
cycleswithzeromeanstress,Smisthemeanstress,andSuistheultimatetensilestress.IfSm=Su,any
cyclicstresswillcausefailure,whileifSm=0,theallowablestressamplitudeisSa,0.Theequationof
thestraightlineportionofthediagramis
Sa
Sa,0
=
(
1 −
Sm
Su
)
(14.3)
Experimentalevidencesuggestsanonlinearrelationshipforparticularmaterials.Equation(14.3)then
becomes
Sa
Sa,0
=
[
1 −
(
Sm
Su
)m]
(14.4)
inwhichmliesbetween0.6and2.
Inpracticalsituations,fatigueisnotcausedbyalargenumberofidenticalstresscyclesbutbymany
differentstressamplitudecycles.Thepredictionofthenumberofcyclestofailurethereforebecomes
complex.MinerandPalmgrenhaveproposedalinearcumulativedamagelawasfollows.IfNcyclesof
stressamplitudeSacausefatiguefailure,then1cycleproduces1/Nofthetotaldamagetocausefailure.
Fig.14.2
Goodman diagram.