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AA7075铝合金接头的无模紧固工艺和接合强度【字数9800字】

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aa7075 铝合金 接头 紧固 工艺 以及 接合 强度 字数
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AA7075铝合金接头的无模紧固工艺和接合强度【字数9800字】,aa7075,铝合金,接头,紧固,工艺,以及,接合,强度,字数
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THINWALLEDSTRUCTURES1202017421431DIELESSCLINCHINGPROCESSANDJOINTSTRENGTHOFAA7075ALUMINUMJOINTSMOSTAFAKSABRAATIA,MUKESHKJAINDEPARTMENTOFMECHANICALENGINEERING,MCMASTERUNIVERSITY,HAMILTON,ONTARIO,CANADAL8S4L7ARTICLEINFOKEYWORDSDIELESSCLINCHINGAA7075ALUMINUMTEMPERMATERIALOWABSTRACTAA7075ALUMINUMALLOYSHEETSINDIERENTTEMPERCONDITIONSO,WANDT6WEREJOINEDBYDIELESSCLINCHINGTHEMATERIALOWBEHAVIOR,NECKTHICKNESSANDINTERLOCKCHARACTERISTICSDURINGCLINCHINGWEREINVESTIGATEDBYMETALLOGRAPHICOBSERVATIONSOFCLINCHED,CUTANDMOUNTEDSAMPLESBLANKHOLDERSOFDIERENTSHAPESANDDIMENSIONSWEREUSEDTOCONTROLTHEMATERIALOWTHEEECTSOFBLANKHOLDERGEOMETRICPARAMETERSASWELLASFORMINGFORCESONTHESHAPEOFTHEFORMEDINTERLOCKINCLINCHINGWERESTUDIEDTHEHIGHESTSTRENGTHTEMPERSTATET6WASSHOWNTOPOSSESSPOORCLINCHABILITYASITFAILEDTOCLINCHUNDERMOSTCLINCHINGCONDITIONSTHISWASATTRIBUTEDTOITSPOORDUCTILITYANDFORMABILITYATROOMTEMPERATURECOMPAREDTOTHEOTHERTEMPERSLASTLY,MECHANICALPERFORMANCEOFTHEFORMEDJOINTSWASCHARACTERIZEDBYCONDUCTINGSINGLESHEARLAPASWELLASPEELTESTSVARIOUSFAILUREMODESWEREOBSERVEDFORTHEDIERENTCLINCHINGCONDITIONSANDMATERIALTEMPERSTATES1INTRODUCTIONVEHICLEWEIGHTREDUCTION,INCREASEDFUELECONOMY,ANDINCREASEDSAFETYOFTHESTRUCTURESINTRANSPORTATIONAPPLICATIONSHASLEDTOMUCHINTERESTINLIGHTWEIGHTHIGHERSTRENGTHSTRUCTURALALUMINUMALLOYS1,2SUITABLEJOININGTECHNIQUESTOCREATESUCHSTRUCTURESWITHALUMINUMSHEETSAREREQUIRED1GENERALLY,SIMILARANDDISSIMILARSHEETMETALSCANBEJOINEDBYADHESIVEBONDING,WELDING,ANDMECHANICALFASTENING3,4DICULTYOFWELDINGHIGHSTRENGTHALUMINUMSHEETSANDLONGTIMESFORADHESIVEBONDINGMAKEMECHANICALFASTENINGAPROCESSOFMUCHINTERESTFORJOININGOFHIGHSTRENGTHALUMINUMSHEETS5AMONGTHEDIERENTMECHANICALFASTENINGTECHNIQUESAVAILABLEINMANUFACTURING,CLINCHINGISACOMMONMETHODOFJOININGBYFORMINGINWHICHTWOORMORESHEETMETALSARELOCALLYDEFORMEDUSINGPUNCHANDDIETOFORMAGEOMETRICALINTERLOCK68ASSHOWNINFIG1CLINCHINGENABLESJOININGOFTWOORMORESIMILARORDISSIMILARSHEETMATERIALSWHEREINDIVIDUALTHICKNESSCANVARYFROM04TO4MM9ACLINCHEDJOINTISFORMEDENTIRELYBYTHEGEOMETRICINTERLOCKALONEANDWITHOUTADDINGANYADDITIONALPHYSICALCOMPONENTTOTHEJOINTAHIGHTHROUGHPUT,LOWCOST,CLEANANDENVIRONMENTALLYFRIENDLYMANUFACTURINGENVIRONMENTOFTHECLINCHINGPROCESSARISESFROMNOHARMFULLIGHT,HEATORSMOKEEMISSIONSLASTLY,CLINCHINGOERSAHIGHTOOLLIFECOMPAREDWITHTHEOTHERJOININGTECHNIQUES4THEMAINGEOMETRICPARAMETERSTHATAECTJOINTSTRENGTHARENECKTHICKNESS“N”ANDINTERLOCKDEPTH“U”10,ASSHOWNINFIG1CLINCHEDSTRUCTURESCANWITHSTANDLOADSINSHEARANDAXIALMODES11THESHEARSTRENGTHOFACLINCHEDJOINTISCOMPARATIVELYHIGHERTHANITSAXIALSTRENGTH11INGENERAL,CLINCHINGRESULTSINLOWERJOINTSTRENGTHCOMPAREDTORIVETINGWHICHCANLIMITITSUSEINCERTAINHIGHSTRENGTHAPPLICATIONS12THEMAINLIMITATIONOFUSINGTHECONVENTIONALCLINCHINGTECHNIQUEISTHATTHEPROCESSINTRODUCESSURFACESTEPSONBOTHSURFACESOFTHEJOINEDSHEETSWHEREONESIDECONSISTSOFAPROTRUSIONANDTHEOTHERAPITEORTHASBEENMADETOREDUCETHEPROTRUSIONHEIGHTBYRESHAPINGTHECONVENTIONALCLINCHEDJOINT1315COUNTERMEASURETOOLINGHASBEENUSEDINTHISREGARDBYTONGETAL16THESTUDYSHOWEDAREDUCTIONOF50INPROTRUSIONHEIGHTWITHOUTAECTINGTHEJOINTSTRENGTHFRANCESCOETAL17UTILIZEDTWOSTEPSCLINCHINGTOJOINALUMINUMANDACARBONBERREINFORCEDPOLYMERCFRPWHERETHERSTSTEPINCLUDEDCONVENTIONALCLINCHINGBYUSINGEXTENSIBLEDIESWHILETHESECONDWASARESHAPINGSTEPUSINGPUNCHANDATDIEASSHOWNINFIG2THEMAINDISADVANTAGEFORTHISAPPROACHISTHEDICULTYOFALIGNINGTHEATTENINGPUNCHWITHTHEPREFORMEDJOINTBORSELLINOETAL6PROPOSEDASOLUTIONCONSISTINGOFATTENINGOFTHEPREFORMEDJOINTUSINGTWOATANVILSINADDITIONTOELIMINATINGTHEPROTRUSIONHEIGHT,THEATTENEDCLINCHEDJOINTWASALSOFOUNDTOWITHSTANDHIGHERLOADSTHANTHECONVENTIONALCLINCHEDJOINTSCHENETALUSEDAPAIROFATDIESWITHORWITHOUTARIVETTOREDUCETHEPROTRUSIONHEIGHTOFCONVENTIONALCLINCHEDJOINTPRODUCEDBYEXTENSIBLEDIES18,19ALLOFTHEABOVERESHAPINGTECHNIQUESSUERFROMINCREASEDCYCLETIMEDUETOTHEADDITIONALSTEPTHATINVOLVESADIERENTTOOLSETTOMAKECLINCHINGMOREAESTHETICALLYAPPEALINGANEWAPPROACHCALLEDDIELESSCLINCHINGHASBEENDEVELOPEDINWHICHSURFACESTEPEXISTABBREVIATIONST6,ARTICIALPEAKAGEDSTATEWHICHREPRESENTSTHEHARDESTTEMPERWTEMPER,SOLUTIONHEATTREATEDSTATEOTEMPER,ANNEALEDTEMPERSTATEN,NECKTHICKNESSOFTHEJOINTU,INTERLOCKDEPTHOFTHEJOINTCORRESPONDINGAUTHOREMAILADDRESSATIAMMCMASTERCAMKSABRAATIAHTTP/DXDOIORG/101016/JTWS201706021RECEIVED21MARCH2017RECEIVEDINREVISEDFORM29MAY2017ACCEPTED19JUNE2017AVAILABLEONLINE27SEPTEMBER201702638231/2017ELSEVIERLTDALLRIGHTSRESERVEDCONTENTSLISTSAVAILABLEATSCIENCEDIRECTTHINWALLEDSTRUCTURESJOURNALHOMEPAGEWWWELSEVIERCOM/LOCATE/TWSMKSABRAATIA,MKJAINTHINWALLEDSTRUCTURES1202017421431422FIG1CROSSSECTIONOFACONVENTIONALCLINCHEDJOINTSHOWINGTHEGEOMETRYOFTHEJOINTANDDIERENTGEOMETRICPARAMETERSFIG2SHOWSTWOSTEPSCLINCHINGPROCESSTHERSTSTEPONTHELEFTSIDEISACONVENTIONALCLINCHINGPROCESSBYUSINGEXTENSIBLEDIETHESECONDSTEPONTHERIGHTSIDEISARESHAPINGPROCESSBYUSINGPUNCHANDATDIEADJUSTABLERINGWASUSEDTOADOPTTHEHEIGHTOFRESHAPINGFIG3ASCHEMATICOFCROSSSECTIONACROSSASINGLESTEPDIELESSCLINCHEDJOINTSHOWINGTHEMAINGEOMETRICPARAMETERSOFTHEJOINTONLYONONESIDE,OFTENONTHEUNEXPOSEDSIDEOFTHEJOINT20,21DIELESSCLINCHINGISAONESTEPPROCESSUSINGAPUNCHANDAATANVIL,ASSHOWNBELOW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PERDUETOINCREASEINTHEMATERIALOWINTHERADIALDIRECTIONADDITIONALLY,BYCOMPARINGTHEOPTICALIMAGESINTHELASTROWINFIG10,ASMALLPROTRUSIONCANBENOTICEDONTHEANVILSIDEDSHEETTHEDEPTHOFTHEPROTRUSIONSHOWSANINCREASEASTHETEMPERCHANGESFROMALOWERSTRENGTHTOAHIGHERSTRENGTHDIELESSCLINCHINGTESTSWEREALSOCONDUCTEDINT6TEMPERTOCOMPAREWITHTHEOTHERFULLYANNEALEDSHEETSAMINIMALINTERLOCKWASACHIEVEDBYPLACINGTHESOFTERFULLYANNEALEDSHEETONTHEPUNCHSIDEANDTHET6SHEETONANVILSIDEFORTHISSHEETCOMBINATION,THEMOSTMATERIALOWINTHEAXIALDIRECTIONOCCURREDINTHESOFTSHEETSLEFTCOLUMNOFPHOTOGRAPHSINFIG12DEMONSTRATESTHEOWOFTHEMATERIALDURINGTHESEEXPERIMENTSHOWEVER,WHENTHESHEETSINT6TEMPERSTATEWASPLACEDONTHEPUNCHSIDE,ASSHOWNINTHERIGHTCOLUMN,NOCLINCHINGCOULDBEACHIEVEDTHISISBECAUSETHEOWOFTHEMATERIALINTHEVICINITYOFTHEPUNCHWASLIMITEDINTHEDIRECTIONOPPOSITETOTHEMOTIONOFTHEPUNCHINFACT,INTHEEARLYSTAGES,THEMATERIALOWOCCURREDINFIG12ASETOFOPTICALIMAGESOFTHECROSSSECTIONSTHROUGHDIELESSCLINCHJOINTSFORMEDINOANDT6TEMPERSTHELEFTANDRIGHTCOLUMNSPRESENTTHECASEOFT6TEMPERSHEETONTHEPUNCHSIDEANDANVILSIDERESPECTIVELYMKSABRAATIA,MKJAINTHINWALLEDSTRUCTURES1202017421431426FIG13OPTICALMICROGRAPHSOFCUTCROSSSECTIONOFDIELESSCLINCHEDJOINTPERFORMEDONPARTIALLYANNEALEDSHEETSTHESAMPLEEXHIBITEDTHEHIGHESTMICROHARDNESSVALUESINTHENECKREGIONASWELLASATTHEBOTTOMCORNERREGIONINBOTHOFTHESHEETS32POSTCLINCHSTRENGTHOFJOINTFIG14ANOPTICALIMAGEOFADIELESSCLINCHJOINTSHOWINGSUPERIMPOSEDVICKERSMICROHARDNESSCONTOURSCLINCHEDJOINTSWEREPRODUCEDUSINGBLANKHOLDERTYPEBWITHGROOVEDEPTHOF25OFSHEETTHICKNESSANDGROOVEDIAMETEROF220OFPUNCHDIAMETERTHESAMEDIRECTIONASTHEPUNCHMOVEMENTTHEREFORE,ITISINFERREDTHATTHEABILITYOFTHEPUNCHSIDEDSHEETMETALTOOWINOPPOSITEOFTHEPUNCHMOVEMENTISCRITICALTOTHEFORMATIONOFTHEINTERLOCKTHISWASNOTTHECASEFORT6TEMPERSHEETFIG13SHOWSTHEOPTICALMICROGRAPHSOFCUTCROSSSECTIONSOFSEVERALDIERENTREGIONSOFDIELESSCLINCHEDJOINTSTHEGRAINSHAPEANDGRAINSIZECHARACTERISTICSFORUNDEFORMEDANDHIGHLYPLASTICALLYDEFORMEDNECKANDBOTTOMREGIONSARECLEARLYREVEALEDTHEAVERAGEGRAINSIZEINTHEUNDEFORMEDSHEETWASABOUT35MTHEGRAINSIZEINTHEHIGHLYDEFORMEDREGIONCOULDNOTBEDETERMINEDRELIABLYFROMOPTICALMICROGRAPHSFIG14SHOWSAMAPOFVICKERSHARDNESSDISTRIBUTIONSTHROUGHCROSSSECTIONOFACLINCHSPECIMENTESTEDATAFORMINGFORCEOF40KNTHEMATERIALBEFOREFORMINGWASPARTIALLYANNEALEDANDHADARELATIVELYLOWMICROHARDNESSOF65VHASEXPECTED,THEMICROHARDNESSINAGIVENREGIONINCREASEDWITHINCREASINGPLASTICDEFORMATIONORPLASTICWORK321SINGLESHEARTESTFIG15A,BSHOWSTHEFORCEDISPLACEMENTTRACESFROMSINGLELAPSHEARTESTSONCLINCHEDJOINTSFORMEDBYUSINGBLANKHOLDERTYPEBWITHGROOVEDIAMETER175OFPUNCHDIAMETERAND40OFSHEETTHICKNESSGROOVEDEPTHTHESAMPLESTESTEDINLAPSHEARWEREOBTAINEDATDIFFERENTFORMINGFORCESUSINGFULLYANNEALEDAA7075SHEETSFORCEDISPLACEMENTTRACESTYPICALLYEXHIBITEDANINITIALLINEARELASTICREGION,FOLLOWEDBYASLOWERRISEOFTHECURVEDUETOADECREASEINTHEJOINTSTINESSFROMGRADUALPULLOUTOFTHEPUNCHSIDEDSHEETTHELOADDROPINTHELASTSTAGECORRESPONDEDTOCRACKINITIATIONFROMTHEINNERSURFAC
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本文标题:AA7075铝合金接头的无模紧固工艺和接合强度【字数9800字】
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