Depósito de Investigación de la Universidad de Sevilla https://idus.us.es/ This is an Accepted Manuscript of an article published by Elsevier in International Journal of Fatigue, Vol. 125, on August 2019, , available at: https://doi.org/10.1016/j.ijfatigue.2019.03.031 © 2019 Elsevier. En idUS Licencia Creative Commons CC BY-NC-ND
1Introduction Therearecurrentlyseveralmethodstopredictthefatiguelimit(orendurancelimit)innotchedcomponentssubjectedtomultiaxialfatigueloadingsuchasthecriticaldistancemethod(CDM)ofTaylorinconjunctionwiththe ModifiedWöhlerCurvemethod(MWCM)[1]andtheextensionoftheshortcrackmodelofNavarroanddelosRios(N-Rmodel)[2,3]tospecimenscontainingholesunderin-phasebiaxialloading[4].Thesemethodsarebasedonthe linearelasticstressgradientalongacertainline(focuspath)aheadofthenotch,wherethisfocuspathisrepresentativeoftherealcrackpathinthesolid.Forbothmethods,thelengthofthefocuspathisusuallybetween1and10 grains[5].Inrelationtotheoriginanddirectionofthepath,forsymmetricalnotchesunderaxialloading,astraightlinethatbeginsatthemaximumprincipalstresspoint(hotspot)andisperpendiculartotheholesurfaceatthehot spot,i.e.,perpendiculartothefirstprincipalstress(maximumprincipalstressdirection),hasbeenused.Forbiaxialloading,thechoiceofthefocuspathismorecomplicated.Tayloranalysedthetorsiontestsofspecimenswithholes andfinally,selectedastraightpaththatbeganatthehotspotbutfollowedthedirectionofmaximumshearstress[6].Inhisbook,SusmelproposedthatfortheCDM + MWCMappliedtomultiaxialloading,astraightlinethatemanates fromthehotspotandisperpendiculartothecomponentsurface,atthehotspotitself,i.e.,perpendiculartothemaximumprincipalstressdirection,isused[7].Meanwhile,fortheN-Rmodel,theoriginanddirectionofthepath proposedin[4]arenotprefixedbutcalculatedasthosethatrequiretheminimumappliedstresstofulfiltheactivationcriterion.Insummary,atpresent,thereareseveralfocuspathsforstudyingnotchfatiguelimitsundermultiaxial fatigue. From theexperimentalviewpoint,it isgenerallyacceptedthatthecrackbegins atthehotspot,continues withacrackinitiation phase (Stage I)nearthemaximum shearstressdirection andsubsequentlyproceeds toa propagationphasenearthemaximumprincipalstressdirection(StageII)[8].The transitionpointbetween thetwophaseshasnotbeenwellestablished,althoughitcertainlyoccurs inoneof thefirstgrains:Susmel andTaylor observedthatforcracksthatgrowfromVnotches,theStage-Itransitionoccurredat ( )[1],whereasMurakami'sobservationsincircularholesshowedthatthecrackemanatedperpendiculartothemaximum principaldirection,andtherewasnoevidenceofStageI[9].Otherresearchershaveanalyzedthecrackpathsinnotchedcomponentssubjectedtofatiguemultiaxialloading.Fatemietal.conductedmultiaxialfatiguetestsonthinwalled7075-T6and2024-T3aluminiumtubularspecimenswithacircularholeandobservedthatthedominantcrackstypicallynucleatedonthemaximumshearplaneandquicklyturnedintomodeIdirection [10,11].Atzorietal. studiednotchedspecimensmadeof carbonsteelsubjectedtocombinedloading andfoundthatthecrackpathswereinfluencedby thestresslevelandloadphaseangle[12].Bertoetal.[13] studiedcircumferentially V-notched Fatiguelifeandcrackgrowthdirectionin7075-T6aluminiumalloyspecimenswithacircularholeunderbiaxialloading V.Chaves⁎ chavesr[email protected]s G.Beretta J.A.Balbín A.Navarro DepartamentodeIngenieríaMecánicayFabricación,EscuelaSuperiordeIngeniería,UniversidaddeSevilla,CaminodelosDescubrimientoss/n,41092Sevilla,Spain ⁎Correspondingauthor. Abstract Thisworkshowstheresultsofasetoftestsin7075-T6aluminiumalloyspecimens.Thetestswereunderloadcontrolat .Fromthetests,thecorrespondingS-Ncurveswerebuilt,andtheendurancelimitswere calculatedfor1millioncycles.Theratiobetweenthepuretorsionandtensionendurancelimitswas0.58,i.e.,thebehaviourofthismaterialinfatigueisofthevonMisestype.Specimenswithcircularholesofvarious diametersundertension,torsionandin-phasebiaxialloadingweretested.Thedirectionsofthecracksthatgrewfromtheholeswerestudiedwithanopticalmicroscope,ascanningelectronmicroscope(SEM)andanoncontact3Dopticalprofiler.Inparticular,thepointswherethecracksbeganandthedirectioninwhichthecrackspropagatedalongthefirst150 μmwereanalysed.Ingeneral,theinitiationpointwasclosetothemaximum principalstresspoint,andthecrackdirectionwasclosetothemaximumprincipalstressdirection.Theendurancelimitpredictionswereclosetotheexperimentalresults. Keywords:Biaxialtest;Highcyclefatigue;Notch;Endurancelimit;Crackdirection R =-1
specimensmadeofhardenedandtemperedsteelsubjectedtocombinedtensionandtorsionloadingandexaminedthepathsofnon-propagatingcracksfromsomerun-outspecimens.Undertensileloadingthecrackspropagatedmainly fromthenotchtipalongthenotchbisector.Tanakaetal.[14]testedthin-walledtubularspecimensofmedium-carbonsteelwithahole,undercombinationsofcyclictorsionandaxialloadings,andthecrackswerenucleatedatthepoint ofmaximumcircumferentialstressontheperipheryoftheholeandpropagatedalmoststraightforallcasesexamined.non-propagatingcracks.Matsunagaetal.[15]analysedtheformationofnon-propagatingcracksinabearingsteel withseveraladjacentholessubjectedtofullyreversedtorsioncombinedwithstaticaxialcompressivestressandobservedthatcrackswerenotasstraightasalinebutlocallykinked.Carpinterietal.[16]extendedtheirmultiaxial criterionusingthecriticaldistancemethodofTaylor[6]toestimatethefatiguelimitofnotchedcomponents.SomeexperimentaltestsbyEndo[17]wereconsideredforcomparison.Theexperimentsconcernedroundbarsmadeof annealedsteelwithdrilledsurfaceholessubjectedtocombinedbendingandtorsion.Thechosenfocuspathtomakethepredictionswiththemodelformedanangleof41°withthenormaltotheholeatthehotspot,i.e.,nearthe maximumshearstressdirection,andthefatiguelimitspredictionswereingoodagreementwiththeexperimentalvalues. Theuseofastraightlineinthefatiguemodelsisobviouslyasimplificationofreality.However,whenoneofthetwophasesoccupiesmostofthefocuspathinthemodels,thesimplificationofusingasinglestraightlineis reasonable.IfStageIoccupiesapproximately5–10grains,thentheappropriatesimplificationforthemodelscanbeastraightpathinthemaximumshearstressdirection.However,ifStageIisverysmallorpracticallyimperceptible, thenitwouldbeconvenienttouseastraightpathinthemaximumprincipalstressdirection. Toanalysetherealcrackpathinnotchedspecimens,particularlyinthefirstgrains,andconsequentlyproposeanappropriatepathforthemodels,anexperimentalcampaignhasbeenestablished,whichbeganwithastudyon AISI304Lstainlesssteelunderproportionalbiaxialloadinginthehigh-cycle-fatigueregime[18,5].Thepresentpaperreportsanexperimentalstudyon7075-T6aluminiumalloy.Thegeometryisathin-walledtubewithapass-through hole,andthetestswereaxial,torsionalandin-phaseaxial-torsional. 2Materialsandexperimentalprocedure The material is commercial 7075-T6 aluminium alloy, a high-strength heat-treated alloy whose typical application is in aircraft structures or light-weight structures that involve high stresses. This material has a good combinationoffatigueresistanceandlowenvironmentalimpactfortransportapplications,butthiscombinationisnotgoodforapplicationsthatdonotrequireenergyduringitsuse[19].Itschemicalcomposition(inwt.%)isas follows:6.05Zn,2.83 Mg,1.21Cu,0.14Fe,0.26Cr,0.04Si,0.028Ti,and0.023Mn.Theaveragegrainsizeis15 μm,ascalculatedbytheASTMstandardE112-96[20](seethemicrostructureinFig.1).Noheattreatmentisapplied afterthemachiningofthespecimens.Themonotonicmechanicalpropertiesaredeterminedfrom3tensiletests,asfollows:tensilestrength MPa;yieldstrength MPa. Fatiguetestsunderfullyreversedloading wereconductedonsmoothcylindricalspecimenswithasolidcircularcross-section.Thecentraldiameter was7 mmfortheaxialtests(Fig.2a)and14 mmforthetorsional tests(Fig.2b).Theaxialtestswereperformedinaresonancetestingmachineatafrequencyof100–120 Hz,whereasthetorsionaltestswereperformedinaservo-hydraulicaxial-torsionloadframeat6–8 Hz.Thespecimenswere carefullypolishedtoanaverageroughness ofapproximately0.13 μm. σUTS =657 σYS =595 Fig.1Microstructureofthe7075-T6aluminiumalloy. ds Ra
Thegeometryofthenotchedspecimenwasathin-walledtubeof1.5 mmthicknesswithapass-throughholeinthecentralsection.Therewere3differentholediameters :1,2and3 mm.Fig.2cshowsthegeometryofthe specimens,particularlytheonewiththehole mm.Theaxialtestswereperformedintheresonancetestingmachine,andthetorsionalandbiaxialtestswereperformedintheservo-hydraulicmachine. 3Experimentalresults Theresultswereusedtoconstructthe curvesinaccordancewithASTMstandardE739[21], assuminga linearrelationshipbetween thevariables and . Fig. 3 shows the logarithmic diagrams of the experimental curvesfortheplainspecimens.ThefatiguetestconditionsandresultsisprovidedintabulatedforminAppendixA.Thetestsresultsinthetablearenotchronologicallyorderedbutindescendingorderofthestress magnitude.Theendurancelimitat cycles,expressedintermsofstressamplitude,was MPafortheaxialtestsand MPaforthetorsionaltests.Thesetwostresseswerecalculatedbytheequationsofelasticity: and ,where istheappliedforceamplitude, istheappliedtorqueamplitudeand isthecentraldiameter.Thismaterialhas ,accordingtothevonMisescriterion. Fig.2Geometryofthespecimens(inmm):(a)plainspecimentestedinaxialfatigue,(b)plainspecimentestedintorsionalfatigue,(c)notchedspecimenwiththepassingthroughhole(holediameter mm). d =1 d d =1 S - N S - N 106 σFL =258 τFL =149 F T ds
Sixsetsoftestswereperformedwiththenotchedspecimens:push-pulltestsforholediameters ,2and3 mm;torsiontestsfor and2 mm ;in-phaseaxial-torsiontestsfor mm ofthetype ,where isthenormalstressamplitudeand isthemaximumshearstressamplitude,bothofwhichwereatthecentraltransversecross-section.Thesetwostresseswerecalculatedconsideringthegrossarea,i.e.,neglecting the reduction of the cross-section by the presence of the hole. This simplification is justified on the basis that the hole transverse cross-section is much smaller than the specimen transverse cross-section. Figs. 4–6 show the experimental curvesforthesixsetsoftests.TheresultsarealsotabulatedinAppendixA. Fig.3S-Ncurvesfortheplainspecimens(R = −1):push-pullandtorsion. d =1 d =1 d =1 σ = τ σ τ S - N Fig.4S-Ncurvesforthenotchedspecimens, mm :push-pull,torsionandbiaxial . d =1 σ = τ Fig.5S-Ncurvesforthenotchedspecimens, mm :push-pullandtorsion. d =2
4Crackpaths As discussed in the Introduction, it is important to determine the experimental point of crack initiation and the crack path, particularly during the first period of crack growth, because some fatigue models base their evaluationsonthestresses along alinethatshould berepresentativeofthecrackpath.Thissection addressestheexperimentally determinedcrack initiationpointatthe hole surfaceandcrackdirection.Thecrackdirection is consideredastraightline,sincethesemodelscannothandleacrackthatfollowsazig-zagpath.TheX-axisisinthecentraltransversesectionofthespecimen,theY-axisisinparallelwiththespecimen,andtheZ-axiscoincideswith theaxisofthehole,asshowninFig.7.Theorigin of thecoordinate system islocated onthe specimen surface.Thevariables and are measured at the specimen surface ( ) from photographs of the hole and its surroundingtakenwithalightmicroscope.Theangle hasbeencalculatedbyjoiningcentre oftheholeandthepointofthecrackattheholesurfacewithastraightlineandmeasuringitsanglewithrespecttotheX-axis.Similarly, angle hasbeencalculatedfromthestraightlinebuiltwiththecrackinitiationpointandthecrackpointat150 μmaheadoftheholesurface.Thislengthof150 μmisapproximately10averagegrainsforthismaterial,whichis representativeofthelengthofthefocuspathinsomemodelstopredictthefatiguelimit(orendurancelimit)innotchedcomponents. Fig.6S-Ncurveforthenotchedspecimens, mm :push-pull. d =3 O θ θ 1 Z = 0 θ O θ 1
TheexperimentalcrackinitiationpointsandcrackdirectionsisprovidedintabulatedforminAppendixB.Thevariablesforthecracksononesideoftheholearetermed and andthoseontheothersidearetermed and ,whicharepresentedasabsolutevalues.Onlythefailuresthatoccurredinthehigh-cyclefatigueregime(foranumberofcyclestofailurehigherthan cycles)wereconsidered.Theaveragevalues and andrelative standarddeviations(numbersinbrackets)oftheexperimentalvaluesof and fortheaxial,biaxialandtorsionaltestsanddifferentdiametersarealsopresentedinthetableofAppendixB.Fortheanalyseddiameters and 3 mm,theresultsshownonoticeabledifference.However,theaveragevalues​​ and clearlyvaryforthethreetypesofloading:theaxialtestshadthelowestvalues,followedbythebiaxialtests,andthetorsionaltestshadthe largestvalues.Alinearelastic2Danalysisindicatesthatthemaximumprincipalstresspoint(hotspot)islocatedat foraxialloading, forbiaxialloading and fortorsionalloading.Theseangleswillbecalled .Theaverageexperimentalresults arenotsignificantlydifferentfromthesevalues,particularlyforthetorsionaltests.Themaximumprincipalstressdirectionfromthehotspotisat foraxial, forbiaxial and fortorsion.Theseangleswillbecalled .Again,theaverageexperimentalvalues ​​arenotsignificantlydifferentfromthesevalues,particularlythoseoftorsion.Forthe46analysedtests,the averagedifferencebetweentheexperimentalangles andthecorrespondingangles ,is ,andtheaveragedifferencebetweentheexperimentalangles andthecorrespondingangle is .Thus,from thetests,wededucethatthecrackinitiationpointonthespecimensurfaceisnearthehotspot,andthecrackdirectiononthespecimensurfaceinthefirst150 μmisrelativelynearthemaximumprincipalstressdirection. Fig.8showsrepresentativepicturesofthecracksatthespecimensurface( )forapush-pulltest,abiaxialtestandatorsionaltest.Twoopposingcracksformedinthemostcases.Asshowninthefigure,thecrack Fig.7Sketchofthenotchedspecimenwiththeaxesandanglesforthestudyofthecrackinitiationpointandthecrackdirection:(a)thewholespecimenandthecrosssection,(b)detailofthehole. θa θb 105 θ θ 1 d =1,2 θ =0∘ θ =31.7∘ σ = τ θ =45∘ θ 1=0∘ θ 1=31.7∘ σ = τ θ 1=45∘ θ 5.6∘ θ 1 10.9∘ Z =0
initiationpointandcrackdirectionisclearlydifferentamongthethreeloadcases.Thecrackinitiationpointsarenearthepointsofmaximumprincipalstress,i.e., , and fortheaxial,biaxialandtorsioncases, respectively.Thecrackdirectionsalongthefirst150 μmwereclosetothemaximumprincipalstressdirection,i.e., , and fortheaxial,biaxialandtorsioncases,respectively. Theanglesweremeasuredonthespecimensurface( ),butthecrackmightactuallystartataninteriorpointonthesurfaceofthehole( ),whichhasadepthof1500 μm.Thepointofmaximumprincipalstressofthe entirespecimenwascalculatedwithafiniteelementanalysis(commercialsoftwareANSYSv.15.0[22])forthethreetypesofloading.SOLID187elementsanddifferentmeshsizeswereusedinalinearelasticanalysis.Themodels werere-meshedtoensurethatthedifferencebetweenthestressesofamodelandthepreviousonewerepracticallynegligible.Thefinalmeshhadanelementsizeofapproximately2 mm,beingrefinedattheholearea,uptoan elementsizeof0.025 mm.Fig.9showsthemodelgeometryandmeshandthedetailofthemesharoundtheholeforthe mmcase.Asfortheboundaryconditions,fortheaxialcasethespecimenwasclampedatthebottom surfaceandapressurewasappliedontheuppersurface.Forthetorsionalcase,atorquewasappliedontheuppersurface. θ =0∘ θ =31.7∘ θ =45∘ θ 1=0∘ θ 1=31.7∘ θ 1=45∘ Fig.8Crackpathsatthespecimensurface( ):(a)Push-pulltest, mm, MPa, cycles;(b)In-phasebiaxialtest, mm, MPa, cycles;(c)Puretorsiontest, mm, MPa, cycles. Z =0 d =1 σ =68 d =1 σ = τ =60 d =1 τ =80 Z =0 Z <0 d =1
Fig.10shows,forthemodelwithaholeof mm,themaximumprincipalstress forpureaxial,puretorsionalandbiaxial loadings,alongthedepthofthehole(pathX = 500 μm).Theappliedstressistheunitinall cases.Inthegraph,forthesakeofclarity,thestress isshowndimensionless,dividingbythe ofaholeinaninfinitemedium. Accordingtothisanalysis,thispointisnotlocatedatthespecimensurface( )butat μm, μmand μmforthecaseofaxialloading,biaxialloadingandtorsionalloading,i.e.,attheinternalsurfaceof thehole.Apossibleexplanationofthistypeofstressdistributionina3Dholeisshownin[11]. Tostudythecrackintheseinternalplanes,weremovedthematerialinseveraltestedspecimensuntilreachingtheseplanes.Fig.11showsthecrackpathsat μm, μmand μmfortheaxialtest,biaxialtest andtorsionaltest,respectively.ThespecimenswereidenticaltothosepreviouslystudiedandshowninFig.8.Asshowninthesiximages,theinitiationpointsandcrackdirectionsfollowasimilartrendintheoutersurface( )and internalplanes( )forthethreetypesofloading.Thus,angles and obtainedonthespecimensurfacearegenerallyrepresentativeofthecrackanglesatinternalplane ,wherethepointofmaximumprincipalstressis located.Acarefullookattheimagesofthespecimensubjectedtoaxialloading(Figs.8aand11a)showsthattheinitiationpointsat and (leftcrack)areslightlydifferent.Themostlikelyjustificationforthisdifferenceis thatthesetwoinitiationpointsbelongtotwodifferentcracks,whichformedatdifferentheightsandprobablysubsequentlyjoinedeachother.Thefiniteelementanalysisofthespecimenwiththe1-mmholeshowsthatfortheaxial loading,themaximumprincipalstressalongthelines μm(attheholesurface)didnotsignificantlychange.Infact,foralengthof810 μmalongthesetwolines,themaximumprincipalstressdifferedlessthan with respecttoitsmaximumat μm.Hence,thecrackscouldhaveinitiatedfromalmostanypointalongtheplanes μm,whichjustifiestheexistenceofseveralinitiationpointsatdifferentvaluesof .Toanalysethese aspectsinmoredetailandprecision,itisnecessarytoanalysethefracturesurface,asshowninthenextsection. Fig.9Specimenmodelandmeshusedinfiniteelementanalysis.Detailofthemesharoundthehole. d =1 S 1 σ = τ S 1 kt Fig.10Elasticstressdistributionalongtheholedepth(path μm),forpureaxial,torsionalandbiaxial loading. mm. X =500 σ = τ d =1 Z =0 Z =-750 -450 -350 Z =-750 -450 -350 Z =0 Z <0 θ θ 1 Z Z =0 Z =-750 X =±500 1% Z =-750 X =±500 X
Forthecrackdirectionsattheplaneswherethemaximumprincipalstresspointsarelocated,Path2inFigs.15–17showtheheightsofthepointsalongthefirst150 μmintheplanes μm, μmand μm (forthepush-pulltest,biaxialtestandtorsionaltest,respectively).Thedifferenceinheightinthesepathsalongthe150 μmis ,2and41 μm,respectively.Theanglesofthesepathswithrespecttothemaximumprincipalstress directionscanbecalculatedusingtheequation andhavethevaluesof , and ,givinganaveragevalueof .Then,thecrackdirectionsintheinternalplanesthatincludethemaximumstresspointin thefirst150µmarerelativelynearthemaximumprincipalstressdirections. 6Fatiguestrengthpredictions ThecomparisonbetweentheexperimentalresultsandthepredictionsoftheN-RmodelandtheCDM + MWCMisshownbelow.Thisanalysisisdonefortheendurancelimitat1millioncyclesofnotchedspecimens,definedas foraxialorbiaxialloadingandas fortorsionalloading.Briefly,fortheN-Rmodel,thebiaxialversionhasbeenused,withthefollowingparameters:endurancelimitsfortheplainspecimens( MPa, MPa), grainsize mm, mm(approximatedbyusingthemicrostructuralequationfrom[23]),KitagawadiagramapproximatedwiththeequationproposedbyVallelanoetal.,using [24].TheN-Rbiaxialcriterionisas follows[4]: y areorientationfactorsthatprojectthenormalandshearstress and inthebarrierareaintotheslipplaneandtheslipdirectionofthedislocationsources,and isthecriticalstressnecessarytoactivatethe dislocationsources.FortheCDM + MWCM,thePointmethod(PM)hasbeenused,with mm,andtwofocuspathshavebeenstudied:the path,whichisapaththatstartsatthehotspotandfollowthedirectionof maximumshearstress,proposedbyTaylor[6],andthe path,apaththatstartsatthehotspotandfollowthedirectionofmaximumprincipalstress,proposedbySusmel[7].TheCDM + MWCMcriterionis: Fig.17Heightsofthepointsofthefracturesurfacealongtwoplanesforatorsionaltest:Path1, μm;Path2, μm. X ≈500 Z =-350 Z =-750 Z =-450 Z =-350 Δ h =14 1.6∘ 0.8∘ 15.8∘ 6.1∘ σFL =258 τFL =149 D =0.015 a 0=0.072 f =2.5 (1) τc L = a 0=0.072 θ =0∘ θ =45∘
where is the shear stress amplitude on the critical plane and is the maximum tensile stress normal to this plane. Table 1 show the experimental results and the predictions provided by the different models. The endurancelimitpredictionerrorhasbeencalculatedinthefollowingway: Table1Predictionswithseveralmultiaxialmodelsfornotches. Loading Holediameter(mm) Endurancelimit Experimental N-Rmodel PM + MWCM( path) PM + MWCM( path) (MPa) (MPa) Error( ) (MPa) Error( ) (MPa) Error( ) Axial 1 95 92 −2.7 103 8.4 98 3.4 2 94 92 −2.1 94 0.4 92 −2.1 3 85 92 6.4 92 7.8 90 5.9 Biaxial 1 65 68 3.9 52 −19.6 55 −16.6 Torsion 1 75 69 −6.1 80 7.2 76 1.2 2 67 69 2.5 72 7.9 70 4.5 Average: 4.0 8.6 5.5 Allthemodelsgivereasonablepredictions,especiallytheN-Rmodelandthe path.Errorsarebelow ,exceptintwocases,whicharebelow .Inrelationtotheoriginofthepath,theCDM + MWCMhasit prefixedinthehotspotforanytypeofloading,whichisclosetotheaverageexperimentalvalues,whilefortheN-Rmodelithasbeencalculated,obtainingvalues​​of , ,and ,foraxial,biaxialandtorsional loading,respectively,beingalsoclosetotheexperimentalones.Asforthedirectionofthepath,thefirstprincipalstressdirectionsusedinthe pathareclosetothecrackdirectionsobtainedexperimentallyinthefirst150µm. However,thedirectionsofthe path,thoseofmaximumtangentialstresses,arefarfromtheexperimentalones.ThedirectionscalculatedwiththeN-Rmodelare , ,and ,foraxial,biaxialandtorsional loading,respectively,whicharealsofarfromtheexperimentalones. 7Conclusions Highcyclefatiguetestswereconductedfor7075-T6aluminiumalloyspecimenswithcircularholes.Thetestswereaxial,torsionalandin-phaseaxial-torsional,allofwhichwereunderloadcontrolwith .Thecrackpaths ofthebrokenspecimenswereanalysedwithalightmicroscope,ascanningelectronmicroscope(SEM)andanon-contact3Dopticalprofilerwithspecialattentiontotheinitiationpointandthedirectionofthecrackalongthefirst 150 μminfrontofthehole.Thislengthwasapproximately10grainsforthismaterial,i.e.,oftheorderofmagnitudeofthelengthsforthepredictionsofmethodssuchasthecriticaldistancemethod + ModifiedWöhlerCurvemethodor theN-Rmodel.Theexperimentalresultsindicatethatforthethreetypesofloading,thecrackinitiationpointwasnearthepointofmaximumprincipalstressattheholesurface,andthecrackdirectionalongthefirst150 μmwasnear themaximumprincipalstressdirection.Then,atleastforthismaterial,thelinethatshouldbeusedtomakethepredictionswiththemodelsbeginsatthepointofmaximumprincipalstressattheholesurfaceandfollowsthemaximum principalstressdirection.Theanalysedmultiaxialmodelsgavegoodendurancelimitpredictions,themaximumerrorbeinglessthan ,withmostpredictionswithin oftheexperimentaldata. Acknowledgements TheauthorswouldliketothanktheSpanishMinistryofEducationforitsfinancialsupportthroughgrantDPI2017-84788-P. AppendixA (2) τa σn , max (3) 0∘45∘ % % % θ =45∘ 10% 20% θ =0∘ θ =27∘ θ =44∘ θ =0∘ θ =45∘ θ 1=34∘ θ 1=76∘ θ 1=78∘ R =-1 20% 10%
Summaryoffatiguetestconditionsandresultsfor7075-T6aluminiumalloy : (a)Cylindricalsmoothspecimens: (b)Thin-walledtubewithapassingthroughholeofdiameter (mm): Test (MPa) (MPa) N(cycles) Remarks Axial 310 0 84700 Failed 300 0 84800 Failed 290 0 157500 Failed 290 0 181300 Failed 280 0 178320 Failed 270 0 238400 Failed 270 0 253300 Failed 260 0 403500 Failed 260 0 1363000 Failed 250 0 1387700 Failed 250 0 2263800 Failed 240 0 4279500 Failed Torsional 0 220 10100 Failed 0 200 32900 Failed 0 180 81800 Failed 0 170 285400 Failed 0 160 437000 Failed 0 155 1185600 Failed 0 150 888600 Failed 0 140 1055900 Failed σ τ d Test (mm) (MPa) (MPa) N(cycles) Remarks Axial 1 135 0 46800 Failed 127 0 58000 Failed 120 0 361700 Failed 117 0 101700 Failed 107 0 145200 Failed 98 0 323400 Failed 95 0 285900 Failed d σ τ
88 0 2417400 Failed 80 0 2544700 Failed 78 0 17071900 Failed 68 0 29318000 Failed 2 140 0 69900 Failed 120 0 107400 Failed 115 0 114500 Failed 110 0 139900 Failed 110 0 341800 Failed 105 0 113600 Failed 100 0 875500 Failed 100 0 2135100 Failed 100 0 3309600 Failed 96 0 145100 Failed 90 0 21398000 Failed 86 0 256400 Failed 86 0 313600 Failed 86 0 8463100 Failed 80 0 1556900 Failed 76 0 499500 Failed 76 0 510100 Failed 3 120 0 79800 Failed 105 0 188300 Failed 100 0 45300 Failed 95 0 243700 Failed 90 0 140900 Failed 90 0 378100 Failed 80 0 417300 Failed 80 0 839000 Failed 80 0 5220100 Failed 75 0 5480500 Failed 70 0 17237000 Failed Biaxial : 1 90 90 18400 Failed σ = τ
AppendixB Experimentalcrackinitiationpoints( )andcrackdirections( )for7075-T6aluminiumalloy ,inabsolutevalue.Thin-walledtubewithapassingthroughholeofdiameter (mm): 90 90 26000 Failed 80 80 67500 Failed 80 80 130400 Failed 70 70 77300 Failed 70 70 215400 Failed 70 70 520900 Failed 65 65 2154300 Failed 60 60 1430900 Failed 60 60 4113600 Failed Torsion 1 0 115 23500 Failed 0 110 35400 Failed 0 100 64000 Failed 0 95 102700 Failed 0 90 313900 Failed 0 85 427400 Failed 0 80 212200 Failed 0 80 290000 Failed 0 75 1533300 Failed 2 0 100 30100 Failed 0 90 49200 Failed 0 90 53800 Failed 0 80 30800 Failed 0 80 68200 Failed 0 80 788700 Failed 0 70 90500 Failed 0 70 149900 Failed 0 60 115600 Failed θ θ 1 d (mm) (MPa) N (cycles) (°) (°) Average, (°) (°) (°) Average, (°) (a)Axial d σ , τ θa θb
1 120 361700 1.1 11.7 2.1 22.1 117 101700 0.0 1.6 17.0 7.4 107 145200 4.4 12.8 19.9 4.8 98 323400 5.9 1.1 39.9 0.0 88 2417400 4.9 7.6 6.9(4.8) 14.3 14.0 14.2(11.8) 80 2544700 10.0 16.9 39.0 12.0 78 17071900 11.1 7.1 16.8 2.3 68 29318000 9.5 5.1 7.3 8.8 2 120 107400 10.6 5.3 17.8 10.5 115 114500 0.2 10.0 13.1 13.1 110 139900 5.0 1.5 7.9 9.1 110 341800 0.7 9.7 6.5 9.7 105 113600 2.3 15.0 11.1 39.1 100 875500 2.1 3.5 3.2 2.6 100 2135100 4.1 5.8 9.8 2.0 100 3309600 15.0 7.9 24.2 5.3 96 145100 8.7 4.4 32.6 3.8 90 21398000 4.8 9.6 2.6 5.9 86 256400 2.9 16.7 20.9 7.2 86 313600 6.4 1.4 6.4(4.6) 24.8 2.0 12.3(9.6) 86 8463100 3.7 11.7 3.9 3.3 80 1556900 5.2 3.7 11.7 26.5 76 499500 1.9 15.3 7.2 23.6 76 510100 3.7 7.0 18.4 15.2 3 105 188300 4.7 9.7 9.8 4.6 95 243700 6.1 6.5 3.6 8.9 90 140900 8.4 12.9 26.6 20.4 90 378100 14.4 0.9 14.5 10.8 80 417300 13.0 19.1 8.3(5.5) 30.5 11.5 15.3(11.7) 80 839000 3.2 15.2 12.5 8.9 80 5220100 2.2 5.6 17.4 11.5 75 5480500 15.3 7.3 46.3 5.2 70 17237000 4.4 0.6 31.3 1.8 (c)Biaxial
References [1]L.SusmelandD.Taylor,Twomethodsforpredictingthemultiaxialfatiguelimitsofsharpnotches, FatigueFractEngngMaterStruct 26,2003,821–833. [2]A.NavarroandE.R.delosRios,Shortandlongfatiguecrackgrowth:aunifiedmodel, PhilosMagA 57,1988,12–36. [3]A.NavarroandE.R.delosRios,Analternativemodeloftheblockingofdislocationsatgrainboundaries, PhilosMagA 57,1988,37–42. [4]V.Chaves,A.Navarro,G.BerettaandC.Madrigal,Microstructuralmodelforpredictingfatiguestrengthinthepresenceofholesunderproportionalbiaxialloading, TheorApplFractMec 73,2014,27–38. [5]V.Chaves,G.BerettaandA.Navarro,Biaxialfatiguelimitsandcrackdirectionsforstainlesssteelspecimenswithcircularholes, EngFractMech 174,2017,139–154. [6]D.Taylor,Thetheoryofcriticaldistances:anewperspectiveinfracturemechanics,2007,Elsevier. [7]L.Susmel,Multiaxialnotchfatige:fromnominaltolocalstress/strainquantities, CRC 2009. [8]ForsythPJE.Atwostageprocessoffatiguecrackgrowth.In:ProceedingsoftheCrackPropagationSymposium,CranfieldCollegeofAeronautics,Cranfield,UK,vol.1,p.76–94,1962. [9]Y.Murakami,Metalfatigue:effectofsmalldefectsandnonmetallicinclusions,2002,Elsevier. [10]A.Fatemi,N.Gates,D.SocieandN.Phan,Fatiguecrackgrowthbehaviourontubularaluminiumspecimenswithacircularholeunderaxialandtorsionloadings, EngFractMech 123,2014,137–147. [11]N.GatesandA.Fatemi,Notchedfatiguebehaviourandstressanalysisundermultiaxialstatesofstress, IntJFatigue 67,2014,2–14. [12]B.Atzori,F.Berto,P.LazzarinandM.Quaresimin,Multi-axialfatiguebehaviourofaseverelynotchedcarbonsteel, IntJFatigue 28,2006,485–493. [13]F.Berto,P.LazzarinandJ.R.Yates,MultiaxialfatigueofV-notchedsteelspecimens:anon-conventionalapplicationofthelocalenergymethod, FatigueFractEngngMaterStruct 34,2011,921–943. [14]K.Tanaka,K.MoritaandY.Akinawa,Fatiguethresholdsofholedcomponentsunderin-phaseandout-of-phasetorsionalandaxialloadings, FatigueFractEngngMaterStruct 31,2008,1079–1090. [15]H.Matsunaga,N.Shomura,S.MuramotoandM.Endo,Shearmodethresholdforasmallfatiguecrackinabearingsteel, FatigueFractEngngMaterStruct 34,2010,72–82. 1 80 130400 31.8 22.8 30.3 39.3 70 215400 38.5 18.6 28.8 37.9 70 520900 39.5 34.1 29.2(7.6) 42.8 37.4 36.6(5.4) 65 2154300 29.8 17.3 31.4 35.3 60 4113600 28.2 31.5 37.4 45.8 (b)Torsion 1 95 102700 52.9 60.0 39.1 49.9 90 313900 41.2 25.9 50.5 42.4 85 427400 34.4 37.9 42.4(10.4) 57.2 35.1 47.4(7.2) 80 212200 33.3 40.2 51.3 55.9 80 290000 46.6 51.5 49.2 43.0 2 80 788700 42.6 37.3 46.4 36.6 70 149900 44.8 53.1 47.7(7.8) 45.5 42.7 50.3(12.3) 60 115600 49.2 59.2 63.7 67.2
QueriesandAnswers Query:YourarticleisregisteredasbelongingtotheSpecialIssue/Collectionentitled“FATIGUECRACKPATHS2018”.IfthisisNOTcorrectandyourarticleisaregularitemorbelongstoadifferent SpecialIssuepleasecontact
[email protected]immediatelypriortoreturningyourcorrections. Answer:Yes Query:Theauthornameshavebeentaggedasgivennamesandsurnames(surnamesarehighlightedintealcolor).Pleaseconfirmiftheyhavebeenidentifiedcorrectly. Answer:Yes [16]A.Carpinteri,A.Spagnoli,S.VantadoriandD.Viappiani,Amultiaxialcriterionfornotchhigh-cyclefatigueusingacritical-pointmethod, EngFractMech 75,2008,1864–1874. [17]M.Endo,Effectsofsmalldefectsonthefatiguestrengthsofsteelandductileironundercombinedaxialtorsionalloading,In:K.S.Ravichandran,R.O.RitchieandY.Murakami,(Eds.), Smallfatiguecracks:mechanics. Mechanismsandapplications, 1999,Elsevier,375–387. [18]V.Chaves,A.NavarroandC.Madrigal,StageIcrackdirectionsunderin-phaseaxial-torsionfatigueloadingforAISI304Lstainlesssteel, IntJFatigue 80,2015,10–21. [19]V.Chaves,Ecologicalcriteriafortheselectionofmaterialsinfatigue, FatigueFractEngngMaterStruct 37,2014,1034–1042. [20]Standardtestmethodsfordeterminingaveragegrainsize.ASTMStandardE112-96:2004. [21]Standardpracticeforstatisticalanalysisoflinearorlinearizedstress-lifeandstrain-Lifefatiguedata.ASTMStandardE739-91:2004. [22]ANSYSMechanicalAPDL,Release15.0.7. [23]A.Navarro,C.Vallellano,E.R.delosRiosandX.J.Xin,Notchsensitivityandsizeeffectsbyashortcrackpropagationmodel,EngineeringAgainstFatigue,ProcIntConf,1997,AABalkemaPublishers;SheffieldUK. Rotterdam. [24]C.Vallellano,A.NavarroandJ.Dominguez,Fatiguecrackgrowththresholdconditionsatnotches.Part1:theory, FatigueFractEngngMaterStruct 23,2000,113–121. Highlights •7075-T6aluminiumalloywassubjectedtoin-phasebiaxialfatigue. •Thegeometrywasatubewithapassingthroughhole. •TheS-Ncurveswereconstructedandthecracksurfacewasanalyzed. •Thecrackbeganclosetothepointofmaximumprincipalstress. •Thecrackfollowedthemaximumprincipalstressdirection.