Research Collection
Journal Article
From macro- to micro-experiments: Specimen-size independent identification of plasticity and fracture properties
Author(s):
Gorji, Maysam B.; Furmanski, Jevan; Mohr, Dirk Publication Date:
2021-06-01 Permanent Link:
https://doi.org/10.3929/ethz-b-000478154
Originally published in:
International Journal of Mechanical Sciences 199, http://doi.org/10.1016/j.ijmecsci.2021.106389
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Creative Commons Attribution 4.0 International
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International Journal of Mechanical Sciences
journalhomepage:www.elsevier.com/locate/ijmecsci
From macro- to micro-experiments: Specimen-size independent identification of plasticity and fracture properties
Maysam B. Gorji
a,b, Jevan Furmanski
c, Dirk Mohr
a,d,∗aImpact and Crashworthiness Laboratory, Department of Mechanical Engineering, Massachusetts Institute of Technology (MIT), Cambridge MA, USA
bExponent Inc, Engineering and Scientific Consulting, Menlo Park, CA, USA
cCorporate Strategic Research, ExxonMobil Research and Engineering, Annandale, NJ, USA
dDepartment of Mechanical and Process Engineering, Swiss Federal Institute of Technology (ETH), Zurich, Switzerland
a r t i c le i n f o
Keywords:
Micro-fracture experiments Ductile fracture
Pipeline steel alloy API X52
a b s t r a ct
Thestress-strainresponseofmostengineeringmaterialscanbeconvenientlydeterminedusingwell-established macro-specimenswithouterdimensionsofseveralmillimetersorevencentimeters.However,inthecaseof curvedthin-walledstructuresorstructureswithspatialmaterialpropertygradients,itisoftenimpossibletoex- tractmacro-specimens.Forthefirstgroupofstructuresthespecimendimensionsaregreaterthanthestructural dimensions,whileforthesecondgroup,theassumptionofstatistically-homogeneousmaterialpropertiesisnot validthroughoutavolumeaslargeasthespecimengagesection.Afrequentlyencounteredexampleismaterial propertygradientsaroundweldsinmetallicstructuresorcastingsinautomotiveengineering.Inviewofcharac- terizingthelocalplasticityandfracturepropertiesatthemillimeterscale,amicro-testingtechniqueisdiscussed inthisstudy.Inaddition,themicroscopicexperimentalresultsof100𝜇mthicksteelalloyAPIX52arecompared tostandardmacroscopiccounterpartswith2mmthickness.Anewcustom-mademicro-testingdeviceisemployed toloaduniaxialtension,notched,centralholeandin-planeshearmicro-specimenswithaquasi-staticnominal actuatorstrainrateoflessthan1𝜇m/s.Thesemicro-scaleexperimentsonapipelinesteelareperformedunderan opticalmicroscope;aplanardigitalimagecorrelationisusedtocomputethesurfacestrainfields.Theplasticity andfractureinitiationmodelarethenderivedusingtheconventionalmacro-andmicro-experiments.Itiscon- cludedthatmicro-testingprovidesapowerfulmeanstocharacterizematerialswhosepropertiesarehomogeneous overafewhundredmicronsonly.
1. Introduction
Thestress-strainresponseofengineeringmaterialsisusuallydeter- minedfromexperimentsonspecimenswithdimensionsofafewmil- limeters.Mostexperimentalinfrastructureisdesignedfortestingsuch
“macro-specimens” whichincludesthemeasurementoftheforcesinthe kilonewtonrangeanddisplacementsinthemillimeterrange.Asanalter- native,micro-testingtechnologyhasalsobeendevelopedinresponseto thespecialneedsofdifferentfieldsofapplication.Oftenthematerialto becharacterizedisnotavailableintheformoflargeblocks.Forexam- ple,micro-andnano-indentationexperimentshavebeenemployedto gainsomeinsightintotheelasto-plasticpropertiesthroughinversenu- mericalanalysisortheoreticalestimates[1–4].However,miniaturized experimentswithhomogeneousmechanicalfieldsarestillthepreferred optionastheyprovidedirectaccesstothestress-strainresponsewithout makinganyaprioriassumptionsonconstitutiveresponseofamaterial.
∗Correspondingauthor.
E-mailaddress:mohr@mit.edu(D.Mohr).
Manydevelopmentsonmicro-testinghavebeendrivenbytheneed forexperimentaldataonthefailureofthinfilmsusedinmicroelectron- ics. Asanalternativetoextractingthespecimenfroma givenwork- piece,thin-film tensilespecimens canbe directlyfabricatedtoshape usinglithography.Yettheloadingandclampingofspecimenscanbe particularlychallenging.Forfilmthicknessesof1𝜇mandfewmicronsin width,theforcestobemeasuredareinthemilli-Newtonrange,thereby requiringspecializedsensorsandthemanagementofthermaldrifting.
Experimentalproceduresforthetestingoffreestandingthin-filmdog- bonespecimenshavebeenpresentedbySharpeetal.[5]andChasiotis andKnauss[6].Toavoidthehandlingoffree-standingspecimens,Es- pinosaetal.[7]proposedamembranedeflectiontechniquetoperform uniaxialtensionexperiments.Lateron,ZhuandEspinosa[8]developed anin-situ nanoscaletensile testingdevicetoidentifythemechanical properties anddeformationmechanismof nanotubes andnanowires.
The“lab-on-chip” typeofapproachhasbeenestablishedbyPardoenand co-workers[9–11].Inadditiontotestingdog-bonespecimens,Lietal.
[12]alsofabricatedflatnotchedtensionspecimenstogaininsightinto thefracturetoughnessofsingle-crystalsilicon.Xiangetal.[13]mea-
https://doi.org/10.1016/j.ijmecsci.2021.106389
Received26November2020;Receivedinrevisedform6March2021;Accepted7March2021 Availableonline11March2021
0020-7403/© 2021PublishedbyElsevierLtd.
suredthemechanicalpropertiesofthinfilmsusingamicro-bulgetest;
a2.8𝜇melectroplatedCufilmstudiedunderthepressurethatwaspro- videdbypumpingwater.Besidesthat,bendingtestswithdimensionsof afewmicronshavebeendevelopedbyHaqueandSaif[14]forcharac- terizingthinfilms.
Themicro-tensiontestingofmetalsinvolvesspecimenswithmini- mumdimensionsofafewmicrons.Inotherwords,thedimensionsof micro-specimensarestillabouttentimeslargerthanthin-film speci- mens,whichbringstheforcesupintotheNewtonrange.Atthislevel, strain-gage based load cells are sufficiently sensitivefor force mea- surement.Asanalternativetousingscanningelectronmicroscopyto monitorthespecimenthroughouttheexperiment,opticalmicroscopy canbeemployed.Mineetal.[15]madeuseoftensilespecimenswith 20×20𝜇mcross-sectionstocharacterizethestrengthandductilityof lathmartensite,aswellastorevealtheeffectsoftheblockandpacket grainboundaries.Intheirexperiments,theymadeuseofmicro-gluing grips[16]toattachtheelectrondischargemachinedspecimens.Ran andFu [17]proposed themicro-scaleflangedupsettingtechniqueto studythe ductile fracturein micro-forming processes by calculating the fractureenergy and subsequently predicting the fracturestrain.
Otherexamplesof theuseof micro-tensionspecimensfor investigat- ingthedeformationandfailuremechanismsatthegrainorsub-grain levelarefoundin[18–21].Asfarasmicro-compressiontestingiscon- cerned,itis worth notingthatRanandFu [22]developeda micro- scaleflangedupsettingtechniquetostudytheductilefractureduring micro-forming.
BonattiandMohr[23]developedamicro-tensiontestingdeviceto characterize16𝜇mthickaluminumalloy1235-H18foil,whichisused asacurrentcollector(cathode)inlithium-ionbatteries.Themechani- calbehaviorofthecomponentsoflithium-ionbatterieshasalsobeen investigatedbyZhuetal.[24].Theymadeuseof1mmwidespecimens tocharacterizethedeformationmechanismofbatterycellcomponents includingananode,acathode,andaseparator.Themicrostructureof thesecomponentssuchascrystalorientationandporesizewerealsoin- vestigatedusingelectronmicroscopyandX-raydiffractiontechniques.
Vasconcelosetal.[25,26]usedananoindenterinanargon-filledenvi- ronmenttomeasurethelocalmechanicalpropertiesoflithium-ionbat- teriesduringcharginganddischarging.Sheidaeietal.[27]performed tensiletestson25𝜇mthicksinglelayerpolypropyleneseparators;the foilswerecutbyarazorbladeinawaytohavealongstripwith6mm widthand15mmgagelength.Cannarellaetal.[28]usedasimilartech- niquetofindthemechanicalpropertiesofbatteryseparatorwith10mm widthand20mmgagelength.
Thepresentworkisprimarilymotivatedbycharacterizingtheplas- ticityandfracturepropertiesofthematerialinandaroundaseamweld inasteelpipeline.Thestructuralintegrityofpipelinesisofhighinter- esttotheoilandgasindustry.Thefracturepropertiesofpipelinema- terialsareimportantforassessingtheirstructuralintegrity.Estimates ofthefractureresistanceofpipelinesaretypicallymadeusingmacro- scopicexperiments.However,thesespecimensaretoolarge toassess thefractureresistanceintheheat-affectedzoneofaweld,whichinthe caseofelectricalresistanceweldscanbeasnarrowas1mm.Dobiand Junghans[29]cut miniflattensile specimenswith2mmgagewidth and0.5mmthicknessfromtheheat-affectedandfusion zones toob- tainthestress-straincurves.Rodríguezetal.[30]used2.5mmdiam- eterhemisphericalpunchwith4mmdieradiustocharacterizetheme- chanicalpropertiesoftheheat-affectedzone;theextractedspecimens are10mm×10mmwith0.5mmthickness.Micro-hardnesstesting[31–
33]inconjunctionwithnumericalsimulations[34,35]prescribesthe alternativetechniqueforcharacterizingthepropertiesofthewelding zone.However,thestresstriaxialitydependentfracturestrainsarenot accessiblewiththistechnique;itisatbestlimitedtocharacterizethe strainhardeningunderuniaxialstressconditions.Researchonductile fracturehasdemonstratedthatthestraintofractureofmetalsdepends heavilyonboththestresstriaxialityandtheLodeangleparameter[36–
39].Inresponsetothesefindings,comprehensivefracturetestingpro-
Table1
Chemicalcomposition specificationofa 50-year-oldAPI X65pipelinesteel.
Element Carbon [C] Manganese [Mn] Iron [Fe]
Weight [%] 0.34 1.28 98.38
Fig.1. SEMmicrographofetchedpearliteofpipelinesteelalloyAPIX65.
gramscoveringawiderangeofstressstateshavebeenproposedand successfullyimplementedforaluminumalloysandsteels[40–43].
Inviewofpredictingthefractureofstructureswithpropertygradi- entsatthemillimeterscale,itishencealsonecessarytodevelopthecor- respondingmicro-fracturetestingprogram.GorjiandMohr[44]made afirstattempttoestablishsuchabasicfracturetestingprogramatthe micro-level.However,theirexperimentson flataluminumspecimens withonlytwotothreegrainsalongthethicknessdirectionledtoplas- ticityandfracturepropertiesobtainedthroughmicro-testingthatwere slightlydifferentfromthoseobtainedthroughmacro-testing.Itis the goal ofthepresentworktocomparemicro-andmacro-experiments byusinghybridexperimental-numericalanalysis.InSection2,wede- scribethematerialandoutlinetheexperimentaltechniquesforthetest- ingofmacro-andmicro-specimens.Subsequently,thenumericalmod- elsforthehybridnumerical-experimentalanalysisareintroducedbe- forediscussingtheresultsinSection4andpresentingtheconclusions inSection5.
2. Experimental 2.1. Material
AllspecimensareextractedfromAPIX52steellinepipe(wallthick- ness,innerdiameter).Thechoiceismadeinanattempttosatisfyour scientificneeds(nearlyisotropicmetalwithagrainsizesmallerthan 50𝜇m), whileaddressing aproblemof highindustrialrelevance(de- terminationofthefracturepropertiesofagingpipelines).Thechemical compositionofthepipelinesteelisidentifiedthroughEnergy-Dispersive X-raySpectroscopy(EDS).Itrevealsiron,carbon,andmanganeseasthe mainalloyingelements(seeTable1)withmassfractionsthatarechar- acteristicofAPIX52pipelinesteel.
Fig.1showsthemicrostructureofthisparticularsteelasobtained throughscanningelectronmicroscopy(SEM).Thedarkgreyzonescor- respondtotheferritematrix,whilethelightgrayzonescorrespondto cementite.Theaveragegrainsizeintheplaneofthesheetsampleis about30μm.Hardnessmeasurementsonpipecross-sectionsindicated homogeneousmaterialpropertiesalongthethicknessdirection.
Fig.2. Drawingsof(a)standardmacrospecimens,(b)novelmicrospecimens;allunitsarein[mm].BluedotsindicatethestartandendpointsoftheDICextensometer.
2.2. Specimens
2.2.1. Macro-specimens
Theexperimentalprogramisdesignedforcharacterizingtheplastic- ityandfracturepropertiesofthepipelinesteel.Inadditiontoconven- tional
• uniaxialtension(UT)specimens,
wechosespecimensfromthebasicfracturetestingprogramoutlined byDunandandMohr(2010),
• Notchedtension(NT)specimenswithsymmetriccircularcut-outs
• CentralHole(CH)tensionspecimens aswellarecently-developed
• In-planeshear(SH)specimen[42]
TheexactdimensionsoftheseflatspecimensaregiveninFig.2.All specimensareextractedsuchthattheprimaryloadingaxisis always alignedwiththelongitudinalaxisofthepipes.Thespecimenprofile withanominalthicknessof2mmiscutbythewireElectricalDischarge Machining(EDM)usinga0.25mmwirediameter.
2.2.2. Micro-specimens
Abatchof micro-specimens isalsoextractedfrom thesamesteel linepipebasemetal.Forthis,thegeometriesofthemacro-specimens arescaleddownbyafactorof20inanaffinemanner.Asaresult,the targetthicknessofthemicro-specimensis100𝜇monly.InFig.2,the dimensionsof micro-specimensaredisplayedinredcolor.Asforthe macro-specimens,theprimaryaxisofloadingofallmicro-specimensis alignedwiththelongitudinalaxisofthepipe.Usingamicro-EDMwith a30𝜇mdiameterwire,theoperationiscompletedintwosteps:firstby slicingthethinsheettothedesiredthickness(100𝜇m)andthencutting thespecimencontours.
2.3. Testingprocedure
2.3.1. Macro-experiments
Themacro-specimensaretestedusingahydraulicuniversaltesting machine(Model8800,Instron)equippedwithhigh-pressureclampsand a100kNloadcell.Eachtestisperformedunderthequasi-staticloading conditionataconstantcross-headvelocity.Thelatterischosensuchthat anaveragestrainrateoftheorderof10−3/sisobtainedfortheuniaxial test,andof2×10−4/sinallotherexperiments(seeTable2).Arandom finepatternofblackspeckles(averagespecklesizeofabout80𝜇m)is appliedontothespecimensurface,andadigitalcamera(ModelPoint
Table2
Standard-experimentconditions.
Standard- specimen Nominal actuator velocity [ 𝜇m/ s] Average strain rate [/s]
Uniaxial (UT) 40 1 ×10 −3
Notched (NT) 6 2 ×10 −4
Central hole (CH) 6 2 ×10 −4
Smiley shear (SH) 6 2 ×10 −4
GreywithTokinalenses,AT-XPROseries)isemployedtoacquirehigh- resolutionimages(2448×2048pixelsresultinginaspatialresolution ofabout40𝜇m/pixel)atafrequencyof1Hz.Basedontheacquired images,thesurfacedisplacementandstrainfields aredeterminedus- ingPlanarDigitalImageCorrelation(DIC,VIC2D-CorrelatedSolutions) withtypicalsubsetsizeof21pixelsandastepsizeof5.Inparticular, theprincipalsurfacestrains𝜀Iand𝜀II,andtheeffectivestrain
̄𝜀𝑒𝑓𝑓= 2
√3
√𝜀2𝐼+𝜀𝐼𝜀𝐼𝐼+ 𝜀2𝐼𝐼 (1)
areusedwhendiscussingtheexperimentalresults.
2.3.2. Micro-experiments
Acustom-mademicrotestingdeviceisusedtoperformallexperi- ments(GorjiandMohr[44].AsshowninFig.3,thisminiaturedevice includesalowfrictionslidethatis mountedontoanaluminumbase frame.Thepositionoftheslideiscontrolledthroughalinearpiezo-legs motor.Afirstspecimenclampismountedontotheslide,whilethesec- ondspecimen gripismountedontoastrain-gagedloadcell(Omega, modelLCM101-100), whichisbolted ontothebase frame.Themost importantfeatureofthisdeviceisthespecimengrip,whichfeaturesa receivingslotforspecimensofupto200𝜇mthickness.Tomaintaina highgeometricaccuracyduringclamping,theclampsarenotfloating;
insteadareanintegralpartofthegrip.Theydeformelasticallywhile theclampingforceisappliedthroughanM3tighteningscrew,thereby ensuringalinearmotionalongthespecimenthicknessdirectiononly.
Thetestingdeviceisusedin-situtoallowforthereal-timemonitor- ingofthespecimensurfacebyanopticalmicroscope(Keyence,model VHX-5000). The microscope operating at a magnification of about 200 ×isalso instrumentalforensuringtheaccurateinitial position- ingofthespecimeninsidethetestingdevice.Thetestingprocedurefor themicroexperimentsisverysimilartothatofthemacro-experiments.
Table3liststheactuatorvelocityformicro-testingthatresultedinap- proximatelythesamestrainratesasinthemacro-experiments.Themain differencebetweenmicro-andmacro-displacementsliesinthedisplace- mentfieldmeasurements.Inthemicro-experiments,DICisperformed onimagesfeaturingaresolutionof1600×1200pixels(withaspatial resolutionofabout2.0𝜇m/pixel).PreliminaryDICverificationforrigid bodymotionturnedouttobesuccessfulwhenusingthenaturalsurface
Fig.3. Miniaturetensilemachine.
Table3
Micro-experimentconditions.
Micro- specimen Nominal actuator velocity [ 𝜇m/ s] Average strain rate [/s]
Uniaxial (μ-UT) 2 1 ×10 −3
Notched (μ-NT) 0.3 2 ×10 −4
Central hole (μ-CH) 0.3 2 ×10 −4
Smiley shear (μ-SH) 0.3 2 ×10 −4
contrastforcorrelation.However,thecorrelationwaslostwhenthema- terialisdeformed,likelyduetoout-of-planedeformation.Consequently, DICisonlyusedtodeterminetherelativedisplacementofthespecimen shouldersinthecaseofthemicro-specimens.
3. Numerical
Irrespectiveofthespecimengeometry(macroormicro),thematerial isconsideredasahomogeneoussolidandmodeledusinggradient-free phenomenologicalplasticityandfractureinitiationmodels.Morespecif- ically,weemploythevonMisesplasticitymodelwithisotropicharden- ingandaHosford-Coulombfractureinitiationmodel.Bothformulations arebrieflyrecalledinthenexttwosubsections,beforeprovidingdetails onthefiniteelementmodels.Wenotethattheintroductionofkinematic and/ordistortionalhardeningmaybenecessarytoimprovethemodel predictionsforexperimentswithloadingdirectionreversal.
3.1. J2plasticitywithisotropichardening
TheyieldconditioniswrittenintermsofthevonMisesequivalent stress,̄𝜎,andahardeningdependentdeformationresistance,k, 𝑓= ̄𝜎−𝑘[
̄𝜀𝑝]
=0with̄𝜎=√ 3𝐽2=√
3∕2𝒔∶𝒔 (2)
wheresisthedeviatoricpartoftheCauchystresstensor.Theevolution ofthedeformationresistancekisexpressedasafunctionof thevon Misesequivalentplasticstrain,̄𝜀𝑝(isotropichardeninglaw),
𝑘[
̄𝜀𝑝]
=𝛼𝐴(
̄𝜀𝑝+𝜀0
)𝑛+(1−𝛼)( 𝑘0+𝑄(
1−𝑒−𝛽 ̄𝜀𝑝))
. (3)
Thehardeningfunctioniscomposedofpowerlaw(Swifttermwith {A,n,𝜀0}parameters[45]andanexponentiallaw(Voce termwith {k0,Q, 𝛽}parameters[46],withtheSwift-Voceweightingfactor𝛼.
3.2. Fractureinitiationmodel
TheHosford-Coulomb phenomenologicalfractureinitiationmodel [47]isemployedinthisstudytodescribetheonsetoffractureatlow- stresstriaxialities.Thestressstateischaracterizedbythestresstriaxi- ality(𝜂)andtheLodeangleparameter(̄𝜃).Thestresstriaxialityisthe ratioofthemeanstressoverthevonMises stress(aratioofthefirst stressinvariantandseconddeviatoricstresstensorinvariant).TheLode angleparametermeasurestheratioofthethirdandseconddeviatoric stresstensorinvariants,
𝜂= 𝐼1
√27𝐽2
,̄𝜃=1− 2 𝜋cos−1
[ 9 2√ 3
𝐽3
(𝐽2
)3∕2
]
(4)
where,
𝐼1=tr[𝝈];𝐽2=1
2𝐬∶𝐬;𝐽3=det[𝐬] (5) TheLodeparameterandstresstriaxialitydependentfractureinitia- tionmodeliscastintoadamageindicatorframework[48].Assuming D=0fortheplasticallyundeformedmaterial,fractureisassumedtoini- tiatewhenthedamageindicatorattainsunity(D=1)afterincreasing accordingtotheevolutionequation
𝑑𝐷= 𝑑𝜀𝑝
𝜀𝑝𝑟[
𝜂,𝜃]. (6)
InEq.(6), ̄𝜀𝑝𝑟denotesthestraintofractureforproportionalloading (constantstresstriaxialityandLodeparameterallthewayuntilfracture
initiation),
̄𝜀𝑝𝑟[ 𝜂,̄𝜃]
=𝑏(1+𝑐)
1𝑝
× ({1
2 (𝑓1−𝑓2
)𝑎
+1 2
(𝑓2−𝑓3
)𝑎
+1 2
(𝑓1− −𝑓3
)𝑎}1𝑎 +𝑐(
2𝜂+𝑓1+𝑓3
))−1𝑝
(7) with the transformation parameter p = 0.1 and the Lode angle parameter-dependentfunctions,
𝑓1
[̄𝜃]
= 2 3cos[𝜋
6 (1−̄𝜃)]
, 𝑓2
[̄𝜃]
= 2 3cos
[𝜋 6
(3+̄𝜃)]
, 𝑓3
[̄𝜃]
=−2 3cos[𝜋
6 (1+̄𝜃)]
.
(8)
TheHosford-Coulombmodelfeaturesthreematerialdependentpa- rameters:(i)theHosfordexponenta,whichcontrols theinfluenceof theLodeangleparameter,(ii)thestraintofractureforuniaxialtension, b,and(iii)thefrictioncoefficientc,whichcontrolsthestresstriaxiality influenceonthestrainofthefracture.
3.3. FEmodeling
Allfiniteelementsimulationsareperformedusingtheexplicitsolver ofthenonlinearFE-codeLS-DYNA. Inallspecimens, themechanical fieldsaresymmetricwithrespecttothelongitudinalplanes,whichis takenintoaccountthroughsymmetryconditions.Eightfirst-ordersolid elementsthroughoutthe(half-)thicknesswithanaverageedge-length of0.1mmand0.005mm(downscaledbyafactorof20×)areusedfor themacro-andmicro-specimenmeshes,respectively.Furthermore,for theUT-,NT-andCH-specimens,twoadditionalsymmetryconditions alongthelongitudinalandtransverseplanesatthespecimencenterare assumed.Theaxialdisplacementhistoryisappliedthroughasmooth velocityramp.Toenableadirectcomparisonofthesimulationswiththe experimentalresults,therelativeaxialdisplacementisreportedfortwo nodesthatarepositionedsymmetricallywithrespecttothespecimen centeratadistanceof30mmand1.5mm(downscaledbyafactorof20
×)ofthestandardmacro-andmicro-specimens,respectively.Numerical simulationsarecarriedoutforeachexperimentperformed.Toensurean accuraterepresentationoftheexperiments,thethicknessofthemeshes isalwaysadjustedtothemeasuredthicknessofagivenspecimen.
4. Results
4.1. Resultsfrommacro-experiments
Fig.4showstheforce-displacementcurvesobtainedfromthemacro- scopicexperiments.Recallthatthedisplacementisreportedforavirtual extensometerlengthof30mm(seebluedotsinFig.2).Themeasuredten- sileresponseforthemacro-UTspecimensisseeninFig.4a,wherethe forcereachesamaximumof9.2kNatanengineeringstrainof0.16(point
○).3 Uptothispoint,theeffectivesurfacestrainfieldishomogeneous.Be- yondpoint○3,theplasticdeformationconcentratesinanarrowerband untilfractureinitiatesataforceof7.65kNanddisplacementof9.77mm (i.e.anengineeringstrainof0.32forthe30mmextensometer),while themaximumplanareffectivesurfacestrainattains0.81.
Theresultsfromarepresentativeexperimentonaflattensilespec- imenwithcircularcutouts(macro-NT)aresummarizedinFig.4b.It exhibitsa maximum force of 9.59kNat a displacement of 1.12mm (point○2).Thestrainsareconcentratednearthecenterofthespecimen throughout theentireloadinghistory.Themaximum effectivestrain onthespecimensurfaceinthelaststepbeforethefractureis0.66.At theinstantoffractureinitiation,theforce anddisplacementreached 8.18kNand2.645mm,respectively.
Inthe tensile experiments on macro-CH specimens (seeFig. 4c), amaximumforceof 11.5kNisobservedatadisplacementof1.25mm
(point○).3 Fractureinitiatesat10.2kNafterapplyingadisplacementof 2.23mm(seeFig.5c).Thesurfacestrainfieldpreservesitslongitudinal symmetryduringtheentireexperiment:apronounceddeformationcon- centrationduringtheentirestretchingisobservedneartheholebound- ary,reachingupto0.79justbeforefracture.
Theforce-displacementcurveforthemacro-SHisqualitativelydif- ferentfrom theotherconfigurationsinthesensethatitdoesnot ex- hibitanylocalmaximuminforce.AsseeninFig.4d,theforceincreases monotonicallyuntilfractureinitiates.Themaximumeffectivestrainon thespecimensurfacereaches0.80justbeforeformingthefirstcrack;
themaximumforcereaches7.5kNatadisplacementof6.6mm.
4.2. Resultsfrommicro-experiments
The force-displacement responses obtained after processing the recordingsfromμ-UTexperimentswithavirtualextensometerlength of1.5mmarepresentedinFig.5a.Overallthesamephenomenological responseasinthecorrespondingmacroscopicexperimentsisseen:pos- itivestrainhardening,followedbylocalizedneckingafterforcemaxi- mum,followedbyfractureinitiation.Significantvariationsareobserved whencomparingtheforce-displacementcurvesfromrepeatedexperi- ments.Theforceofthestrongestspecimenisabout8%higherthanthat of theweakest,whichisdirectlycorrelatedwiththevariationin ini- tialthickness:theweakestspecimenwasonly99𝜇mthick,whilethe strongestwas105𝜇mthick.Thedisplacementtofracturealsovaries from specimen-to-specimen,rangingroughly from290𝜇m to370𝜇m.
However,thevariationdoesnotcorrelatewiththespecimenthickness.
Wealsonotethattheforcemaximumoccursforallspecimensatapprox- imatelythesamedisplacement.Forinstance,inthecaseofμ-UTwith 102𝜇mthicknessand499𝜇mwidth(solidblacklineinFig.5a),themax- imumforceof23.6Nisattainedatadisplacementof153𝜇m.Theforce attheinstantofthespecimenfractureis21.5N,whichisreachedafter applyingadisplacementofabout300𝜇m(equatingtoanengineering strainof0.2forthe1.5mmlongextensometer).
Measurementswithaprofilometer(BrukerDXTStylus)reveallocal thicknessfluctuationsof±2𝜇m(Fig.6a).TheSEMimageofanunde- formedspecimen providesmore insightintothenatureof thethick- nessvariations(Fig.6b).For100𝜇mthickspecimens,suchvariations inthicknessareexpectedtocausespatialvariationsinthestressofat least2%whichwouldcontributetothedevelopmentofheterogeneous strainfieldsasthestrainhardeningcapacityofthematerialceases.
Theforce-displacementresponsesoftwoextremalμ-NTsareshown inFig.5b.Recallthatthedisplacementisreportedforavirtualexten- someterlengthof1.5mm,whichisshownbybluedotsinFig.2.Theex- perimentalresultsshowsignificantvariationsasafunctionofthespec- imenthickness:53%differenceinmaximumforcelevel(25.2Nversus 16.5N)and35%differenceinthefracturedisplacement(123.2𝜇mver- sus91𝜇m)for106𝜇mand73𝜇mthickspecimens.Similartothemacro- NTexperiments,fractureoccursatthespecimencenterforallμ-NTspec- imens,developingaflatbutslantedcracksurface(seeFig.5b).
Theforce-displacementcurvesoftheμ-CHexperimentsaredisplayed in Fig.5c.Likeotherconfigurations, therearesignificantdifferences between thetargetedthickness(100𝜇m)andthemeasuredthickness (varyingfrom86to105𝜇m)ofthereceivedspecimens.Asaresult,the maximum force variesbetween 25.8Nand31N (20%variation) and thefracturedisplacementvariesbetween 80𝜇mand94𝜇m(17%vari- ation).Theoverallspecimenresponseissimilartothatobservedinthe macroscopicexperiments.Forexample,the105𝜇mthickμ-CHspeci- menreachesamaximumforceof 31Natadisplacementof54𝜇m(the blacksolidlineinFig.5c);fractureinitiatesataforceof27Nandata displacementof91𝜇m.
Theforce-displacementcurvesfor87and89𝜇mthickmicro-SHspec- imensareshowninFig.5d.Themaximumforceofabout15.7Ndevelops atadisplacementofabout182𝜇minbothexperiments,whilefracture initiatesatadisplacementofabout200𝜇m.Similartothemacroscopic experiments,theshapeofthenotcheschangessubstantiallythrough-
Fig.4. Macro-experiments;force-displacementcurveandstraindistributionof(a)macro-UT,(b)macro-NT,(c)macro-CH,(d)macro-SH.
Fig.5. Force-displacementcurveanddeformingspecimens(correspondingtotheblacksolidlinesinforce-displacementcurves)of(a)μ-UT,(b)μ -NT,(c)μ -CH, (d)μ -SH.
Fig.6. (a)Roughnessmeasurementofastud- iedmicro-specimenwithaprofilometer.(b) SEMimageofanundeformedmicro-specimen.
outtheμ-SH experimentsfrom initiallyblunttosharpattheinstant of specimenfracture.The mostimportantdifference ascomparedto theresultsfromthemacro-experimentsistheobservationof aforce- maximumbeforefractureinitiation.Closerpost-morteminspectionof theμ-SHspecimensrevealstracesfromtheout-of-planemotionofthe specimenmid-plane,i.e.thespecimensarenolongerflat.Theobserved force-maximumisthustentativelyattributedtoplasticbucklingofthe shearedgagesectionshortlybeforeafractureinitiation.
4.3. Directcomparisonoftheresultsfrommacro-andmicro-experiments
4.3.1. Theoreticalconsiderations
AsmentionedinSection2,thegeometryofthemicro-specimenscor- respondstoadownscaledversionofthemacro-specimens(byafactor of𝜆=0.1
2 =0.05,consideringtheuniformthicknessof2mmformacro- specimensandaveragethicknessof100𝜇mformicro-specimens).From atheoreticalpointofview,themathematicalboundaryvalueproblems (BVP)aresimilar.Atthemacroscopiclevel,considerthekinematically- admissibledisplacementfield
𝐮=𝐮[𝐱] (9)
asafunctionof thepositionvectorx.Thedisplacementgradient∇u (second-ordertensor)reads
𝐝𝐮=(∇𝐮)𝐝𝐱 (10)
whilethestraintensor𝜺isanon-linearfunctionofthedimensionless displacementgradient,andtheCauchystresstensor𝝈 isanon-linear functionofthestraintensor,whichsatisfiesthefieldequation
𝑑𝑖𝑣𝝈=𝟎 (11)
anditsboundaryconditions.
Next,considerthedisplacementfieldinamicro-specimen, 𝐮𝜇=𝐮𝜇[
𝐱𝜇]
(12) withthescaledvectors
𝐱𝜇=𝜆𝐱. (13)
describingtheinitial positionof thematerialpoints within amicro- specimen.
Foradisplacement-drivenmechanicalproblem,choosingthemicro- displacementfield
𝐮𝜇=𝜆𝐮[1 𝜆𝐱𝜇]
(14)
willleadtoanexactsolutionoftheBVPforthemicro-specimens.Defin- ingthemicro-displacementgradient∇𝜇uas
𝐝𝐮𝜇=(∇𝜇𝐮)𝐝𝐱𝜇 (15)
wehave 𝐝𝐮𝜇=𝜆𝐝𝐮[1
𝜆𝐱𝜇]
=𝜆∇𝐮[1 𝜆𝐱𝜇]
𝐝𝐱=∇𝐮[1 𝜆𝐱𝜇]
𝜆𝐝𝐱=∇𝐮[1 𝜆𝐱𝜇]
𝐝𝐱𝜇 (16) andhence
∇𝜇𝐮[ 𝐱𝜇]
=∇𝐮[1 𝜆𝐱𝜇]
(17)
Inotherwords,thedisplacementgradientatapositionx𝜇inamicro- specimenisthesameasthatataposition𝐱=1𝜆𝐱𝜇inthecorresponding macro-specimenprovidedthattheapplieddisplacementsalsoscalewith thesamefactor𝜆astheirinitialgeometry.Italsofollowsfromtheabove
considerationthatstrainandstressatapositionx𝜇inamicro-specimen isthesameasthatataposition𝐱=1𝜆𝐱𝜇inthemacro-specimen, 𝝈𝜇[
𝐱𝜇]
=𝝈[1 𝜆𝐱𝜇]
(18)
Theforceactingofaflatboundarysurface(Finthemacro-andF𝜇 forthemicro-specimen)thenscaleswith𝜆2,
𝐹𝜇=
∫𝐴
𝝈𝜇(𝑑𝑥𝜇)(𝑑𝑦𝜇)=
∫𝐴
𝝈(𝜆𝑑𝑥)(𝜆𝑑𝑦)=𝜆2∫
𝐴
𝝈(𝑑𝑥)(𝑑𝑦)=𝜆2𝐹. (19)
4.3.2. Comparisonofselectedexperimentalresults
For each type of specimen, we compare the recorded force- displacement curve of macro-experiments (solid black lines) versus scaledF−uofmicro-experiment(solidredlines)that𝐹 =𝜆12𝐹𝜇and 𝐮=1
𝜆𝐮𝜇;giventhatthein-planedimensionscaleswithabout𝜆=0.05.
Asaresult,theobtainedforcelevelisalmostidenticalforthemacro- andmicro-specimensprovidedthatallspecimendimensionshavebeen scaledwiththesamefactor.Undertheuniaxialloadingcondition(see Fig.7a),themaximumforcelevelinbothmicro-andmacro-scalesat- tainstheaveragevalueof9.2kN.Thevariationsofbothscalesareat- tributedtothenon-homogeneousmaterialpropertiesof theAPIX65 pipelinesteel.Weobtainthesamelevelofforceinmicro-andmacro- specimensforothergeometries(Fig.7b-d).
Amoresignificantdifferencebetweenmacro-andmicro-resultsis observedwhencomparing thefracturedisplacement. Thefracturein micro-specimensinitiatesearlierascomparedtothemacro-specimens.
Forexample,thedisplacementsattheinstantoffractureformacro-UT andμ-UT areufrac = 10.08mmand𝐮𝑓𝑟𝑎𝑐=1
𝜆𝐮𝑓𝑟𝑎𝑐𝜇 =7.78mm, respec- tively(seeFig.7a).Correspondingresponsesformacro-NTandμ-NT areufrac=2.66mmand𝐮𝑓𝑟𝑎𝑐=𝜆1𝐮𝑓𝑟𝑎𝑐𝜇 =2.47mm(seeFig.7b)andfor macro-CHandμ-CHareufrac=2.19mmand𝐮𝑓𝑟𝑎𝑐= 1𝜆𝐮𝑓𝑟𝑎𝑐𝜇 =1.78mm, respectively(seeFig.7c). Asimilar differenceisobservedforthein- planeshearconfigurationwhilefractureinitiatesattheaverageddis- placementofufrac=6mmforthemacro-SHandatthescaleddisplace- mentof𝐮𝑓𝑟𝑎𝑐= 1𝜆𝐮𝑓𝑟𝑎𝑐𝜇 =4.1mmfortheμ-SH(seeFig.7d).
Theresultsoftheuniaxialtensionexperiments(recordedforceand elongationofUTandμ-UTtest)areevaluateduptothemaximumforce.
Usingstandardequations,thetruestressiscalculatedastheratioofthe forceandthecurrentareaofthecross-section.Fig.7edepictselicited hardeningcurvesofthestudiedalloyforbothUTandμ-UT,uptothe maximumtensileforce.Theobtainedaveragedproofstrengthsofthe sheet specimenare350MPaand 351MPaforthemacro- andmicro- approach,respectively.Ascanbeobservedinthisfigure,themeasured flowcurvesoftheμ-UTsarepracticallylikethestandardones.
4.4. Numericalsimulationresults
4.4.1. Force-displacementresponseformacro-specimens
Thehybridnumerical-experimentalapproachisusedtodescribethe hardeningcurveofthematerial.Fig.8adisplaysthehardeningcurve extendedfromthemacro-UTtest,alongwiththeVoceandSwiftapprox- imation.Inafirststep,theVoceandSwiftlawsarefittedindependently toapproximatethetruestress-straincurveuptotheonsetofnecking (Fig8a).Inasecondstep,numericalsimulationsareperformedmacro- NTexperimenttoidentifythemixingratio𝛼whichprimarilyaffectsthe hardeningresponseforlargestrains(seeFig.8b).Fromcomparingthe simulatedandexperimentally-measureforce-displacementcurves,itis foundthatthecombinedSwift-Vocelawwith𝛼=1.2(seeEq.3)pro- videsthebestapproximation.Table4liststheSwift-Voceparameters obtainedfromconventionalmacroscopicexperiments.
Thederivedhardeningcurveisthenemployedtopredicttheforce- displacementresponsesforthecentralholeandin-planeshearexperi- ments.ThebluecurvesinFig.8cand8ddepictthecalculatedresponses ofmacro-CHandmacro-SHexperiments,respectively.Theyareingood
agreementwiththeexperimentalmeasurements(blackcurves).Thenu- mericalsimulationslightlyunderestimatestheforceatthebeginningof theCH-experiment,whiletheagreementimprovesforlarge displace- ments.Theforce-displacementcurveforthemacro-SHincreasesmono- tonicallyuntilasharpdropinforce;theFEpredictionis2%lowerthan theexperimentalcurveforshear.Theevolutionofthelocallogarithmic axialstrainforthemacro-NTandthemacro-CHisshowninFig.8eand 8f,respectively.There isagoodagreementoftheexperimentalmea- surementsandthenumericalresults.Allsimulationis stoppedwhen theexperimentallymeasuredfracturedisplacementisreached.Atthat instant,thelocalaxialstrain(onthespecimensurface)reaches0.61and 0.79forthemacro-NTandthemacro-CHspecimens,respectively.
4.4.2. Force-displacementresponseformicro-specimens
Forthemicro-experiment,thesamehybridnumerical-experimental approachisappliedtoretrievethematerialproperties.Asisshownin Fig.9a,thehardeningcurveis validatedthroughtheμ-UTuptothe plasticstrainofabout0.15,whichistheonsetofnecking.TheFEpre- dictionsoftheμ-NTspecimenresponseareshowninFig.9bforboth theSwiftandVoceapproximation.TheFE simulationwiththeVoce functionunderestimatestheforceandpredictsfailureatadisplacement of 36𝜇m,whilethesimulationwithSwifthardeningprovidesagood agreementwiththeexperimentalcurve.Themaximumerroris3%ata displacementof58𝜇m(experimentalmeasurementandnumericalresult deliver25.3Nand26.1N,respectively).TheSwiftparameters,obtained fromthemicro-approach,aresummarizedinTable4.Thederivedstress- straincurveisalsovalidatedforμ-CHandμ-SH;thesimulatedforce- displacementcurvesoftheseconfigurationsareshowninFigs.9cand 9d(solidbluecurves).Thereisagoodagreementfortheμ-CHspecimens (blackdotsinFig.9c),whilethepredictedforcefortheμ-SHdeviates fromthatmeasuredexperimentally.Thesimulatedforce–displacement oftheμ-SHincreasesmonotonically,whiletheexperimentalcurveex- hibitsaforce maximum.Theforcedifferencebetweenthesimulation andtheexperimentalresultsis4%atadisplacementof174𝜇m(theSwift modelpredictionis15.04Nwhile15.65Nwasmeasuredintheexperi- ment).Foradditionalvalidationofthehybridexperimental-numerical approach,wealsoverifiedtheagreementofthenumericalpredictions andtheexperimentalmeasurementsofthelogarithmicaxialstrainsat thecenterofthegagesectionoftheμ-NTandμ-CHspecimens(Figs.9e- f).
4.5. Comparisonofidentifiedmaterialproperties:macrovs.micro
Fig.10showsacomparisonoftherespectivestress-straincurvesob- tainedfromthemacro-andmicro-approaches.Thedifferencebetween thetwocurvesislessthan4%forstrainsofupto0.5.Giventhatthese macro-microvariationsaresmallerthanthevariationamongspecimens ofthesamekind,itisconcludedthatthemicro-testingtechniquepro- videsaviablealternativetomacro-testingasfarastheidentificationof strainhardeningisconcerned.
Recallthatthesimulationshadbeenstoppedwhentheapplieddis- placementattainedthecorrespondingexperimentalfracturedisplace- ment.TheFEsimulationgivesaccesstotheevolutionoftheequivalent strain,triaxialityandLodeangleparametersofalltestedconfigurations.
Fig.11aand11bdepicttheloadingpaths tofractureforthemacro- andmicro-cases;bothapproachesdeliversimilarevolutions.Theload- ingpathstofracturewerethenimportedintoaMATLABprogramto identifytheparametersoftheHosford-Coulombfracturemodel(byus- ingthederivative-freeminimizationalgorithm).Table5liststhefrac- turemodelparametersofthestudiedAPI-X65sheetspecimeninboth macroscopicandmicroscopictechniques;theoutputsareverysimilar.
The3Dfractureenvelopesrepresentingfracturestrainasafunctionof thestresstriaxialityandLodeparameterareillustratedinFig.11c(for thestandardmacroscopicapproach)andFig.11d(forthemicroscopic approach).Accumulationofequivalentstrainclosetotheplanestrain loading(𝜂 =0.577forisotropicmaterials)andshearloading(𝜂=0)
Fig.7. Actingforce-displacementinmacro-(solidblacklines)andmicro-specimens(solidredlines):(a)UT,(b)NT,(c)CH,(d)SH(Fanduforthemacro-results.
F𝜇andu𝜇forthemicro-results).(e)Stress-strainresponseofthematerialaccordingtothestandardmacroandnovelmicrouniaxialexperiments.
Table4
HardeningparametersoftheAPIX65pipelinesteel.
ratio Swift parameters Voce parameters
𝛼 A [ MPa ] n [ − ] 𝜀 0[ − ] k 0[ MPa ] Q [ MPa ] 𝛽[ − ] Standard 1.2 688.55 0.122 0.0010 348 186.1 25.58
Micro 1.0 676.9 0.118 0.0016 - - -
Fig.8. Comparisonofsimulationwithexperimentalresultsforstandardspecimens:(a)stress-straincurveformacro-UT,andforce-displacementcurvesfor(b) macro-NT,(c)macro-CH,(d)macro-SH.(e)Evolutionofthelocalstraininmacro-NT,(f)evolutionofthelocalstraininmacro-CH.
Table5
Hosford-Coulomb parameters of API X65 sheetspecimen.
a b c
Standard macro 1.55 1.21 0.001
Micro 1.43 1.18 0
areevidentlylowestinallloadingscenarios.Thehigheststrengthofthe materialoccursundertheuniaxialcompressionloading.Inspiteofhav- ingasimilartrendofstrainevolutionforbothexperimentalapproaches atallstudiedloadingpaths,thefracturestrainsattained frommicro-
experimentsaresystematicallylowerthanthoseattainedfrommacro- experiments.
Thesimilarityofthedeformationresponsesinthemacroscopicand miniaturizedspecimenssupportstheuseoftheminiaturizedspecimen tomeasurecontinuummechanicalpropertieswhenthereareatleast5 grainsthroughthegagethickness.However,theslightsystematicreduc- tioninthefailurestrainsobservedintheminiaturizedspecimencanbe speculatedtobeduetoadeleteriouseffectofasurfaceroughnessam- plitudethatissubstantialrelativetothespecimendimensions.Future workwiththeseminiaturizedspecimensshouldconsiderreductionof surfaceroughnessthroughpolishingofsurfacesornon-EDMmachining techniques,whilealsominimizinganyotheradversealterationofthe surfacefromfabricationplasticstrainsandensuringprecisemanufac- turingtolerances.
Fig.9. Comparisonofsimulationwithexperimentalresultsforstandardmicro-specimens:(a)stress-straincurveforμ-UT,andforce-displacementcurvesfor(b) μ-NT,(c)μ-CH,(d)μ-SH,(e)evolutionofthelocalstraininμ-NT,(f)evolutionofthelocalstraininμ-CH.
5. Discussion
Thepresent studyfocuses on theidentificationof a phenomeno- logicalfractureinitiationmodelforuncracked bodies.This approach providesanalternativetofracturemechanicstypeofexperimentsthat areconcernedwithmeasuringthefracturetoughnessusingSingleEdge NotchTension/Bending(SENT/SENB)specimensorwiththedetermina- tionofabsorbedimpactenergyusingCharpyspecimens(e.g.[49,50]).
AsdemonstratedbyKofianietal.[51],theresultsfromexperimentson SENTspecimenscanbesuccessfullypredictedthroughfiniteelement modelswhenusingphenomenologicalfracturemodels.Wethusexpect thatthepresentmicro-approachcanalsoserveasasubstituteforcon-
ventionalfractureexperimentsatthemacro-scale.Asfarastheeffect ofstrainrateisconcerned,futureresearchneedstodemonstratethat fracturemodels thatarecalibrated basedon highstrain ratemicro- experiments can alsopredict theresults from Charpyimpact experi- ments.
Inadditiontocharacterizingthematerialpropertygradientsthrough micro-experiments,theapplicationofnon-localplasticityandfracture models(e.g.[52,53])mayalsobeofinterestonthefuture.However,the gradientsinthemechanicalfieldsoftheproposedmicro-specimensmay betooweaktorevealnon-localeffects.Inviewofcalibratinggradient- sensitivematerialmodels,experimentswithcrackinitiationandcrack propagationundersmall-scaleyieldingandModeIplane-straincondi-
Fig.10. DerivedhardeningcurveofpipelinesteelalloyAPIX65usingmicro andmacroexperimentalmethods.
tions(e.g.[54])maybeneededinadditiontothemicro-testingprogram presentedinthepresentwork.Theintroductionofanon-localplastic- ityandwouldthenalsoallowfortheregularizationofmesh-sizeeffects associatedwithdamagemodeling.
6. Conclusions
The mainpurpose of the present research is to demonstrate (i) thatitistechnically-feasibletodaytoperform experimentsonmicro- specimens extracted from structures, and (ii) that the plasticity ob- tainedfrommicro-experimentsmatchthoseobtainedfromconventional macro-experiments.Atthemacro-level,weperformalsobasicplasticity andfracturetestingprogram tocharacterize thelargestrainharden- ingandstress-statedependentfractureresponseofpipelinesteel.The portfolioincludeduniaxialtension,centralholetension,notchedten- sion,andflatshearspecimens.Allmacro-specimensfeaturedauniform thicknessof2mmwithgagesectionwidthsofseveralmillimeters.For theexperimentsatthemicro-level,thedimensionsofallspecimentypes weredownscaledbyafactorof20.Inotherwords,themicro-specimens wereonly100𝜇mthick,andafewhundredmicrometerswide.Withan averagegrain sizeof 30𝜇m,thespecimensfeaturedstillatleast four BCCgrains(ferrite)alongthethicknessdirection,buttenormoreinthe planardirection.Themicro-experimentswereperformedunderanopti- calmicroscopeusingacustom-madeloadingdevice.Thedisplacement andsurfacestrainfieldsinboththemicro-andmacro-experimentswere determinedusingplanardigitalimagecorrelation.
Thehybridexperimental-numericalanalysisofallexperimentalre- sultsrevealedthat almostthesamematerialplasticityproperties are obtained withboththemacro-andmicro-approaches.Themaximum differenceintheidentifiedstress-straincurvesfortensilestrainsofupto 50%islessthan4%instress.Asfarastheductilityisconcerned,slightly lowerfracturestrainsareobservedinthemicro-experiments.Forexam-
Fig.11. Comparisonofacriticalelementin(a)macro-and(b)micro-experimentsasafunctionofthestresstriaxiality.TheHosford-Coulombfracturelocusfor proportionalloadingasafunctionofthestressstateasidentifiedfrom(c)macro-,(d)micro-fractureexperiments.
ple,forcentralholetension,themacro-experimentssuggestedafracture strainof1.19whilethevalueobtainedfromthemicro-experimentsis only1.12.Overall,thedifferencesaresmallandfallintotherangeof uncertaintyoftherespectiveexperiments.Consequently,theidentified Hosford-Coulombfractureinitiationmodelparametersturnedouttobe similaraswell,therebyvalidatingthemicro-experimentapproachasa viablealternativetoconventionalmacro-experiments.Itis concluded thattheproposedmicro-testingtechniqueprovidesausefulmeansto identifythemechanicalpropertiesofmaterialsingradedandsmall-scale structuressuchasthin-walledlinepipe,weldments,castings,additively- manufacturedstructures, micro-electronics (including batteries), and micro-sizebiomedicalimplants.
DeclarationofCompetingInterest
Theauthorsdeclarethattheyhavenoknowncompetingfinancial interestsorpersonalrelationshipsthatcouldhaveappearedtoinfluence theworkreportedinthispaper.
Acknowledgements
Thepartial financialsupport of the MIT/ETH Industrial Fracture Consortiumisgratefullyacknowledged.SpecialthanksareduetoProf.
Wierzbicki(MIT)forvaluablediscussions.AlsothankstoTomasBeerli, Dr.ThomasWesner,Dr. ColinBonatti,Dr.ThomasTancogne-Dejean, andMs.MariannaDiamantopouloufortheirhelpwiththemicro-tension experiments.
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