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簡(jiǎn)介:CONTROLOFMOBILEMANIPULATORUSINGTHEDYNAMICALSYSTEMSAPPROACHLARSPETERELLEKILDEHENRIKICHRISTENSENABSTRACTTHECOMBINATIONOFAMOBILEPLATFORMANDAMANIPULATOR,KNOWNASAMOBILEMANIPULATOR,PROVIDESAHIGHLYFLEXIBLESYSTEM,WHICHCANBEUSEDINAWIDERANGEOFAPPLICATIONS,ESPECIALLYWITHINTHEFIELDOFSERVICEROBOTICSONEOFTHECHALLENGESWITHMOBILEMANIPULATORSISTHECONSTRUCTIONOFCONTROLSYSTEMS,ENABLINGTHEROBOTTOOPERATESAFELYINPOTENTIALLYDYNAMICENVIRONMENTSINTHISPAPERWEWILLPRESENTWORKINWHICHAMOBILEMANIPULATORISCONTROLLEDUSINGTHEDYNAMICALSYSTEMSAPPROACHTHEMETHODPRESENTEDISATWOLEVELAPPROACHINWHICHCOMPETITIVEDYNAMICSAREUSEDBOTHFORTHEOVERALLCOORDINATIONOFTHEMOBILEPLATFORMANDTHEMANIPULATORASWELLASTHELOWERLEVELFUSIONOFOBSTACLEAVOIDANCEANDTARGETACQUISITIONBEHAVIORSIINTRODUCTIONTHEMAJORITYOFROBOTICRESEARCHHASINTHELASTDECADESFOCUSEDONEITHERMOBILEPLATFORMSORMANIPULATORS,ANDTHEREHAVEBEENMANYIMPRESSIVERESULTSWITHINBOTHAREASTODAYONEOFTHENEWCHALLENGESISTOCOMBINETHETWOAREAS,INTOSYSTEMS,WHICHAREBOTHHIGHLYMOBILEANDHAVETHEABILITYTOMANIPULATETHEENVIRONMENTESPECIALLYWITHINSERVICEROBOTICSTHEREWILLBEANINCREASEDNEEDFORSUCHSYSTEMSTHEDEMOGRAPHYOFMOSTWESTERNCOUNTRIESCAUSESTHENUMBEROFOLDPEOPLEINNEEDOFCARETOINCREASE,WHILETHEREWILLBELESSWORKINGTOACTUALLYSUPPORTTHEMTHISREQUIRESANINCREASEDAUTOMATIONOFTHESERVICESECTOR,FORWHICHROBOTSABLETOOPERATESAFELYININDOORANDDYNAMICENVIRONMENTSAREESSENTIALTHEPLATFORMUSEDINTHISWORKISSHOWNINFIGURE1,ANDCONSISTOFASEGWAYRMP200WITHAKUKALIGHTWEIGHTROBOTTHERESULTISAPLATFORMTHATHASARELATIVESMALLFOOTPRINTANDISHIGHLYMANEUVERABLE,MAKINGITWELLSUITEDFORMOVINGAROUNDINANINDOORENVIRONMENTTHEKUKALIGHTWEIGHTROBOTHASAFAIRLYLONGREACHANDHIGHPAYLOADCOMPAREDTOITSOWNWEIGHT,MAKINGITIDEALFORMOBILEMANIPULATIONWHENCONTROLLINGAMOBILEMANIPULATOR,THEREISACHOICEOFWHETHERTOCONSIDERTHESYSTEMASONEORTWOENTITIESIN1AND2THEYDERIVEJACOBIANSFORBOTHTHEMOBILEPLATFORMANDTHEMANIPULATORANDCOMBINETHEMINTOASINGLECONTROLSYSTEMTHERESEARCHREPORTEDIN3AND4,ONTHEOTHERHAND,CONSIDERSTHEMASSEPARATEENTITIESWHENPLANNING,BUTDOINCLUDECONSTRAINTS,SUCHASREACHABILITYANDSTABILITY,BETWEENTHETWOTHECONTROLSYSTEMWEPROPOSEISBASEDONTHEDYNAMICALSYSTEMSAPPROACH5,6ITISDIVIDEDINTOTWOLEVELS,LPELLEKILDEISWITHTHEMAERSKMCKINNEYMOLLERINSTITUTE,FACULTYOFENGINEERING,UNIVERSITYOFSOUTHERNDENMARK,CAMPUSVEJ55,5230ODENSEM,DENMARK,LPEMMMISDUDKHICHRISTENSENISWITHCENTERFORROBOTICSANDINTELLIGENTMACHINES,INTERACTIVECOMPUTING/COLLEGEOFCOMPUTING,GEORGIAINSTITUTEOFTECHNOLOGY,855THSTREET,ATLANTA,GA,USA,HICCCGATECHEDUFIG1PLATFORMCONSISTINGOFASEGWAYRMP200ANDAKUKALIGHTWEIGHTROBOTWHEREWEATTHELOWERLEVELCONSIDERTHEMOBILEPLATFORMANDTHEMANIPULATORASTWOSEPARATEENTITIES,WHICHARETHENCOMBINEDINASAFEMANNERATTHEUPPERLEVELTHEMAINREESARCHOBJECTIVEINTHISPAPERISTODEMONSTRATEHOWTHEDYNAMICALSYSTEMSAPPROACHCANBEAPPLIEDTOAMOBILEMANIPULATORANDUSEDTOCOORDINATEBEHAVIOURSATVARIOUSLEVELSOFCONTROLTHEREMAININGOFTHISPAPERISORGANIZEDASFOLLOWSTHEOVERALLARCHITECTUREISDESCRIBEDINSECTIONII,FOLLOWEDBYTHECONTROLOFTHEMOBILEPLATFORMANDTHEMANIPULATORINSECTIONSIIIANDIVINSECTIONVWEWILLSHOWSOMEEXPERIMENTSBEFORECONCLUDINGTHEPAPERINSECTIONVIHOWEVER,FIRSTASUMMARYOFWORKRELATEDTOTHEDYNAMICALSYSTEMSAPPROACHWILLBEPROVIDEDINSECTIONIAARELATEDWORKTHEDYNAMICALSYSTEMSAPPROACH5,6PROVIDESAFRAMEWORKFORCONTROLLINGAROBOTTHROUGHASETOFBEHAVIORS,SUCHASOBSTACLEAVOIDANCEANDTARGETACQUISITIONEACHBEHAVIOR2009IEEEINTERNATIONALCONFERENCEONROBOTICSANDAUTOMATIONKOBEINTERNATIONALCONFERENCECENTERKOBE,JAPAN,MAY1217,20099781424427895/09/2500?2009IEEE1370DMOBILETHRESHOLDSPECIFIESAMINIMUMDISTANCETOTHETARGETREQUIREDBEFORETHEMOBILEPLATFORMSHOULDMOVETHEMOBILEBEHAVIORHASNOABILITYTOINTERACTANDSUPPRESSOTHERBEHAVIORS,THUSITSCOMPETITIVEINTERACTIONSARESETTO02MANIPULATORACQUISITIONTHISBEHAVIORSHOULDBESTRENGTHENEDWHENTHEMOBILEPLATFORMGETSCLOSETOITSTARGETTHECOMPETITIVEADVANTAGEWILLTHUSBEDEFINEDASΑMANIPACQUISITION?TANHKMANIPΑDTAR?DMANIPTHRESHOLD5THEACTIVATIONDISTANCEDMANIPTHRESHOLDMUSTBEGREATERTHANDMOBILETHRESHOLDTOMAKESURETHEBEHAVIORISACTIVATEDTHISBEHAVIORHASNODIRECTINTERACTIONWITHTHEOTHERS,THUSITSINTERACTIONSARESETTO03MANIPULATORRETRACTTHERETRACTBEHAVIORSHOULDBEACTIVATEDOPPOSITETHEGOALBEHAVIOR,HENCEΑMANIPRETRACT?ΑMANIPACQUISITIONTANHKMANIPΑDTAR?DMANIPTHRESHOLD6EXCEPTFORAVERYSMALLTRANSITIONTIMETHISPREVENTSTHEMANIPULATORSACQUISITIONANDRETRACTBEHAVIORSFROMBEINGACTIVEATTHESAMETIME,THUSWECANSETΓRETRACT,ACQUISITION0FORTHEINTERACTIONBETWEENTHERETRACTANDTHEMOBILEBEHAVIORSWEWISHRETRACTTODEACTIVATEMOBILEWHENTHEMANIPULATORISFARAWAYFROMITSHOMECONFIGURATIONTHEINTERACTIONISTHEREFOREDEFINEDASΓRETRACT,MOBILE121TANHKRETRACTΓ?QCURRENT?QHOME???Q7INWHICHQCURANDQHOMEARETHEMANIPULATORSCURRENTANDHOMECONFIGURATIONS,?QSPECIFIESAPROXIMITYDISTANCEAROUNDQHOMEANDKRETRACTΓSPECIFIESHOWQUICKLYTHEINTERACTIONCHANGESIIICONTROLOFTHEMOBILEPLATFORMTHECONTROLOFTHEMOBILEPLATFORMISCONSTRUCTEDVERYSIMILARTOWHATISPRESENTEDIN14,BUTWITHAFEWDIFFERENCESFIRSTOFALLONLYTHETARGETACQUISITIONANDOBSTACLEAVOIDANCEBEHAVIORSAREUSEDTHECORRIDORFOLLOWINGANDWALLAVOIDANCEARENOTINCLUDED,BUTWOULDBESTRAIGHTFORWARDEXTENSIONSTHESECONDAREAINWHICHTHISWORKDIFFERSISINHOWTHEDENSITYOF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大?。?1.72(MB)
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簡(jiǎn)介:INFLUENCEOFFRACTUREFILLINGONMECHANICALBEHAVIOROFLOESSMINGJINGJIANG1,HAIJUNHU2,JIANBINGPENG3,ANDXINXINWANG41PROFESSOR,DEPARTMENTOFGEOTECHNICALENGINEERING,TONGJIUNIVERSITY,SHANGHAI,200092,CHINAMINGJINGJIANGTONGJIEDUCN2PHDCANDIDATE,DEPARTMENTOFGEOTECHNICALENGINEERING,TONGJIUNIVERSITY,SHANGHAI,200092,CHINAHUHAIJUN163COM3DEAN,SCHOOLOFGEOLOGICALENGINEERINGANDSURVEYING,CHANG’ANUNIVERSITY,XI’AN,SHANXI,710054,CHINADICEXY_1CHDEDUCN4MASTERCANDIDATE,DEPARTMENTOFGEOTECHNICALENGINEERING,TONGJIUNIVERSITY,SHANGHAI,200092,CHINAWANGTIAN753214163COMABSTRACTNATURALLOESSANDNATURALLOESSWITHFILLINGATGROUNDFISSURESINJINGYANG,SHANXIPROVINCE,CHINA,WEREEXPERIMENTALLYSTUDIEDTOINVESTIGATETHEEFFECTOFCRACKFILLINGONTHEMECHANICALBEHAVIOROFLOESSANDTHECRACKDEVELOPMENTBYCONVENTIONALTRIAXIALCOMPRESSIONTESTCTC,REDUCEDTRIAXIALCOMPRESSIONTESTRTCANDREDUCEDTRIAXIALEXTENSIONTESTRTEUNDERCONSTANTWATERCONTENTCONDITIONTHETESTSWERECARRIEDOUTATTHECONSOLIDATIONPRESSURENEARINSITUSTRESSDIFFERENTFAILURETYPESWEREOBSERVEDINTHETESTSINTHECTCTEST,EACHSOILDEMONSTRATESSTRAINHARDENINGBEHAVIOURANDSHEARFAILUREPLANEISTHEINTERFACEBETWEENLOESSANDFILLINGFORTHENATURALLOESSWITHFILLINGSAMPLEINRTCTEST,EACHSOILBEHAVESSTRAINSOFTENINGSHEARFAILUREPLANESARECONJUGATEPLANESFORTHELOESSSAMPLEANDSHEARFAILUREPLANEISTHEINTERFACEBETWEENLOESSANDFILLINGFORTHENATURALLOESSWITHFILLINGSAMPLEINRTETEST,RUPTUREISOBSERVEDANDTHEFAILURESURFACEDOESNOTCROSSTHEFILLINGFORNATURALLOESSWITHFILLING,THATIS,THEFAILURESURFACELIESINLOESSTOTALLYTHESHEARSTRENGTHOFLOESSWITHFILLINGISALMOSTTHESAMEASTHATOFLOESSINTRODUCTIONALARGENUMBEROFGROUNDFISSURESHAVEBEENFOUNDINLOESSINCHINA,ESPECIALLYINTHESHANXIPROVINCEWANGETAL1989PENGETAL1992LIETAL2000ZHAOETAL2009MECHANICALANDPHYSICALPROPERTIESOFSOILSAROUNDGROUNDFISSUREHAVEBEENSTUDIEDLUETAL2009HUETAL2009LUETAL2009EXPERIMENTALLYSTUDIEDLOESSWITHFILLINGBYCONVENTIONALTRIAXIALCOMPRESSIONTESTSANDFOUNDTHATSTRESSSTRAINRELATIONCHANGESFROMSTRAINSOFTENINGTOSTRAINHARDENINGWITHTHEINCREASEOFCONSOLIDATIONPRESSURETHESHEARBANDOFTENAPPEARSATTHEINTERFACEBETWEENLOESSANDFILLINGFORTHESAMPLEWITHTHEINCLINATIONANGLEOFFILLING?60?UNDERLOWCONSOLIDATIONPRESSUREANDTHE117PAVEMENTANDGEOTECHNICALENGINEERINGFORTRANSPORTATIONDOWNLOADEDFROMASCELIBRARYORGBYTONGJIUNIVERSITYON02/05/15COPYRIGHTASCEFORPERSONALUSEONLYALLRIGHTSRESERVEDSPECIMENPREPARATIONANDCHARACTERISTICSOFTHETESTEDSOILSSAMPLINGLOCATIONANDPREPARATIONOFSPECIMENSTHESOILSUSEDINTHISRESEARCHARENATURALLOESSANDNATURALLOESSWITHFILLINGATGROUNDFISSURESINJINGYANG,CHINABLOCKSOFSAMPLESWERECOLLECTEDBYTHECUTTINGMETHODAFTERSTEPPEDEXPLORATORYTRENCHESHADBEENEXCAVATEDFIG1PRESENTSTHECROSSSECTIONOFGEOLOGY,THEDISTRIBUTIONOFFISSURESANDTHESAMPLINGLOCATIONTHEBIGDARKREGIONINBOTTOMLEFTOFTHEMAPISBIGCRACKFILLING,WHICHMAYFORMSAFTEREARTHQUAKEOTHERFISSURESFORMDUETOTENSIONSTRESSINHORIZONTALDIRECTIONAFTERTHEFORMATIONOFTHEBIGCRACKFILINGTHESEFISSURESARENEARLYVERTICAL,ANDTHEWIDTHOFFISSURESISABOUT1MM200MMANDDECREASESWITHDEPTHLOESSSAMPLECONTAININGFRACTUREFILLINGWASCOLLECTEDATF12FISSURE12INDEPTHOF105MTHELOESSISQ3LOESSMALANLOESSANDTHECOLORISYELLOWFILLINGABOUT57MMINWIDTHEXISTSINTHESAMPLEOFLOESSASILLUSTRATEDINFIG2NATURALLOESSSPECIMENSANDNATURALLOESSWITHFILLINGSPECIMENSWEREPREPAREDFORTHETRIAXIALTESTANDTHEANGLEBETWEENTHEPLANEOFFILLINGINLOESSANDTHEENDPLANEOFSPECIMENIS45?FORTRIAXIALSAMPLESOFLOESSWITHFILLINGCONVENTIONALLY,THEDIRECTIONINWHICHSTRESSREDUCEDISHORIZONTALDURINGEXCAVATIONANDCONSTRUCTIONOFTUNNELTHESAMPLINGDIRECTIONISSHOWNINFIG3FORTHECTCANDTHERTCSAMPLES,THESAMPLINGDIRECTIONISNEARLYVERTICALFORTHERTESAMPLES,THESAMPLINGDIRECTIONISHORIZONTALTHISCANENSURETHEDIRECTIONINWHICHSTRESSREDUCEDISALMOSTTHESAMEFORTHERTCTESTANDTHERTETESTDURINGTHESPECIMENPREPARATION,THEINITIALWATERCONTENTOFEACHSPECIMENWASMEASUREDAFTERPREPARATION,THESPECIMENWASWRAPPEDUPINTHEPLASTICFILMANDPLACEDINTHEMOISTCHAMBERTHEWATERCONTENTOFTHESPECIMENWASADJUSTEDTO15BYAIRDRYINGTHESPECIMENORADDINGWATERTOTHESPECIMENAFTERITSINITIALWATERCONTENTWASKNOWNTHENTHESPECIMENWASWRAPPEDUPINTHEPLASTICFILMAGAINANDSTAYEDINTHEMOISTCHAMBERFORMORETHANTWODAYSINORDERTOENSURETHATTHEWATERDISTRIBUTESEVENLYINTHESAMPLEMANYRESEARCHERSZHANGETAL2006YANGETAL2010ADOPTTHISMETHODTOOBTAINTHELOESSSAMPLEWITHSPECIFICWATERCONTENTFIG1SAMPLINGLOCATION,GEOLOGICALFIG2COLLECTEDSAMPLEPROFILEANDDISTRIBUTIONOFFISSURESFILLINGGEOTECHNICALPRACTICEPUBLICATIONNO8119PAVEMENTANDGEOTECHNICALENGINEERINGFORTRANSPORTATIONDOWNLOADEDFROMASCELIBRARYORGBYTONGJIUNIVERSITYON02/05/15COPYRIGHTASCEFORPERSONALUSEONLYALLRIGHTSRESERVED
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上傳時(shí)間:2024-03-13
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簡(jiǎn)介:MECHANICALPROPERTIESOFHYDROXYLFUNCTIONALIZEDCHLORINATEDPOLYETHYLENEPREPAREDBYINSITUCHLORINATINGGRAFTCOPOLYMERIZATIONYINGYINGSUNGENGPINGWANBAOXINGWANGJIRUOZHAOYINGFENGRECEIVED21JANUARY2008/ACCEPTED3JUNE2008/PUBLISHEDONLINE4JULY2008SPRINGERSCIENCEBUSINESSMEDIABV2008ABSTRACTAGRAFTCOPOLYMERCOMPOSEDOFPOLY2HYDROXYETHYLACRYLATEPHEAASBRANCHEDCHAINSANDCHLORINATEDPOLYETHYLENECPEASBACKBONE,CPECGHEA,WASSYNTHESIZEDBYINSITUCHLORINATINGGRAFTCOPOLYMERIZATIONISCGCTHEPOLYMERHASSPECIALMOLECULARSTRUCTUREWITHSHORTGRAFTCHAINSANDABUNDANTBRANCHEDPOINTSTHEMECHANICALPROPERTIESOFCPECGHEAWERESTUDIEDBYTENSILETESTING,DIFFERENTIALSCANNINGCALORIMETRYDSC,DYNAMICMECHANICALANALYSISDMATHEMORPHOLOGIESOFTENSILEFRACTUREDSURFACESFORCPEANDCPECGHEAWEREINVESTIGATEDBYSCANNINGELECTRONMICROSCOPESEMTHETESTINGRESULTSINDICATEDTHEMECHANICALPROPERTIESOFTHEINSITUCHLORINATINGGRAFTCOPOLYMERSHAVEGREATLYIMPROVEDCOMPAREDWITHCPEWITHABOUTTHESAMECHLORINECONTENTPARTICULARLY,THEREWASABROADPLATEAUONTHESTRESS–STRAINCURVEOFTHEGRAFTCOPOLYMER,WHICHMEANTAHIGHELASTICLIKEDEFORMATIONKEYWORDSCPECGHEAFUNCTIONALIZATIONMECHANICALPROPERTIESSTRESS–STRAINCURVEINSITUCHLORINATINGGRAFTCOPOLYMERIZATIONABBREVIATIONSHEA2HYDROXYETHYLACRYLATECPECHLORINATEDPOLYETHYLENEISCGCINSITUCHLORINATINGGRAFTCOPOLYMERIZATIONCPECGHEAPOLYETHYLENEINSITUCHLORINATINGGRAFT2HYDROXYETHYLACRYLATEDSCDIFFERENTIALSCANNINGCALORIMETRYDMADYNAMICMECHANICALANALYSISSEMSCANNINGELECTRONMICROSCOPEHDPEHIGHDENSITYPOLYETHYLENEGDGRAFTDEGREEGPCGELPERMEATIONCHROMATOGRAPHYWAXDWIDEANGLEXRAYDIFFRACTIONTGGLASSTRANSITIONTEMPERATUREE’STORAGEMODULUSTANΔLOSSTANGENTINTRODUCTIONINORDERTOEXTENDTHEAPPLICATIONOFCHLORINATEDPOLYETHYLENECPEOROBTAINPOLYMERSWITHSPECIALUSE,CPENEEDSTOBEMODIFIEDBYPHYSICALORCHEMICALMETHODSTHEREAREMANYREPORTSINRECENTYEARSABOUTTHEMODIFICATIONOFCPEEXAMPLESOFSUCHMODIFICATIONINCLUDEADDINGCHLORINATEDPARAFFIN,AHINDEREDPHENOLCOMPOUNDANDORGANICCOMPOUNDSETCTOOBTAINBOTHGOODDAMPINGPROPERTYANDHIGHSTIFFNESS1–6BYMULTICOMPONENTMECHANICALBLENDINGTECHNOLOGY,AWATERSWELLABLEELASTOMERWHICHISCOMPATIBILIZEDWITHGRAFTCOPOLYMERSHASBEENPREPAREDUSINGCPEANDPOLYACRYLICACID–ACRYLICAMIDEASTHECHIEFMATERIALSANDANAMPHIPHILICGRAFTCOPOLYMERASTHECOMPATIBILIZER7CARBONBLACKCBASREINFORCINGFILLERISALSOFILLEDINTOCPEFOROBTAININGGOODPROPERTIESFORBINARYSYSTEMSOFCPEANDCB,OXIDIZEDCBGIVESAHIGHMODULUSATLOWSTRAINAMPLITUDE8BECAUSEBOTHPOLYURETHANEANDCPEHAVEPOLARFUNCTIONALGROUPSWHICHMAYINTERACTTOFORMINTERCHAINCROSSLINKSONHEATING,BLENDSOFPOLYURETHANEANDCHLORINATEDPOLYETHYLENEELASTOMERHAVEBEENPREPAREDTOOBTAINBETTERPERFORMANCEPROPERTIESTHROUGHINTERCHAINCROSSLINKINGREACTION9ONEOFTHETYPICALCHEMICALMODIFICATIONSBASINGONCPEISTHEPREPARATIONOFCHLORJPOLYMRES200916165–172DOI101007/S1096500892142YSUNGWANBWANGJZHAOYFENGKEYLABORATORYOFRUBBERPLASTICS,MINISTRYOFEDUCATION,QINGDAOUNIVERSITYOFSCIENCEANDTECHNOLOGY,QINGDAO266042,PEOPLE’SREPUBLICOFCHINAEMAILJIRUOZHAOQUSTEDUCNSUPPLIEDBYQINGDAOSODIUMSILICATECOLTD,CHINACHLORINATEDPOLYETHYLENEANDTHEGRAFTCOPOLYMERCPECGHEAWEREPREPAREDBYTHEAUTHORINLABORATORYGRAFTDEGREEGDOFCPECGHEAISDETERMINEDBY1HNMRSPECTROSCOPYTHEDETERMININGDETAILSOFGRAFTCOPOLYMERIZATIONOFCPECGHEAAREGOINGTOBEPUBLISHEDELSEWHERETHESYNTHESISOFCPECGHEAISCGCWASCARRIEDOUT18INA500MLROUNDBOTTOMTHREENECKEDFLASKEQUIPPEDWITHAVANESTIRRER,ATHERMOMETER,ANDAGASDELIVERYTUBE50GHDPEANDACERTAINAMOUNTOFHEAMONOMERSWEREADDEDINTOTHEFLASKITWASSTIRREDAROUND30MINTOMAKEHDPEANDHEASUFFICIENTLYMIXEDTHENAPPROPRIATEAMOUNTOFSILICONDIOXIDEWASADDEDTOAVOIDTHEAGGLOMERATIONOFPETHEREACTIONMIXTUREWASDEAERATEDBYNITROGENN2ATABOUT40°CFOR15MINTOELIMINATEOXYGENGASO2THENCHLORINEWASINTRODUCEDINTOTHEREACTORTHEREACTIONWASINITIATEDTHEREACTIONTEMPERATUREWASELEVATEDASTHEREACTIONPROCEEDEDANDWASKEPTIN80±2°CBEFORETHECHLORINECONTENTREACHED17,ANDTHENWASRAISEDTOCERTAINTEMPERATUREBELOW140°CTHROUGHTHEREACTIONPROCESSTHEREACTIONPROCESSWASINDICATEDBYTHEAMOUNTOFHYDROGENCHLORIDEHCLRELEASEDFROMTHEREACTIONSYSTEMTHECHLORINEGASWASSTOPPEDANDTHEREACTIONWASTERMINATEDWHENTHEDESIREDCHLORINECONTENTWASREACHEDTHESYSTEMWASCOOLEDDOWNTOBELOW100°CTHECHLORINEGASINTHEREACTORWASDRAWNOUTBYVACUUMANDTHENAIRWASLETINTOTHEREACTORTHEVACUUMANDAIRINFLUXOPERATIONSWEREPERFORMEDALTERNATELYSOMETIMESTOENSURETHERESIDUALCHLORINECLEANEDOUTCOMPLETELYSYNTHETICSCHEMEFORTHEPREPARATIONOFCPECGHEAISSHOWNINFIG1DIFFERENTIALSCANNINGCALORIMETRYDSCDSCMEASUREMENTSWERECARRIEDOUTWITHAPERKINELMERDSC7CALORIMETERTHESAMPLESWEREHEATEDFROM?70TO150°CATAHEATINGRATEOF10°C/MINTOINVESTIGATETHEGLASSTRANSITIONTEMPERATUREOFPOLYMERSTHETESTSWERECARRIEDOUTUNDERANITROGENFLOWANDASAMPLEOF9TO12MGWASUSEDDYNAMICMECHANICALANALYSISDMATHEDYNAMICMECHANICALPROPERTIESOFVARIOUSSAMPLESWEREDETERMINEDWITHADYNAMICMECHANICALANALYZERNETZSCHDMA242,USINGADYNAMICTENSILEMODEINARANGOF?100°CTO120°CATACONSTANTFREQUENCYOF156HZANDAHEATINGRATEOF3°C/MINSCANNINGELECTRONMICROSCOPESEMSEMJEOLJSM6700FWASUSEDTOSTUDYTHEMORPHOLOGIESOFFRACTURESURFACESOBTAINEDFROMTENSILETESTINGTHEFRACTURESURFACESWERECOATEDWITHGOLDBYJFC1600AUTOFINECOATERANDTHENEXAMINEDBYSEMMECHANICALPROPERTIESTENSILEPROPERTIESWEREMEASUREDWITHAGOTECHAI7000MUNIVERSALTESTINGMACHINEA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下載積分: 10 賞幣
上傳時(shí)間:2024-03-13
頁數(shù): 8
大?。?0.31(MB)
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簡(jiǎn)介:JOURNALOFMATERIALSSCIENCE15198018231831THEMECHANICALPROPERTIESOFEPOXYRESINSPART2EFFECTOFP/ASTICDEFORMATIONUPONCRACKPROPAGATIONSALFMYAMINI,ROBERTJYOUNGDEPARTMENTOFMATERIALS,QUEENMARYCOLLEGE,MILEENDROAD,LONDONE14NS,UKCRACKPROPAGATIONINASERIESOFEPOXYRESINSDESCRIBEDINPART1HASBEENSTUDIEDASAFUNCTIONOFTESTINGRATEANDTEMPERATUREITHASBEENFOUNDTHATCRACKPROPAGATIONISCONTINUOUSATLOWTEMPERATURESBUTTHATASTHETEMPERATUREISRAISEDTHEMODEOFPROPAGATIONBECOMESUNSTABLESTICK/SLIPFEATURESONTHEFRACTURESURFACESATTHECRACKARRESTLINESHAVEBEENSHOWNTOBEOFTHESAMEDIMENSIONSASTHOSEEXPECTEDFORADUGDALEPLASTICZONEITHASBEENSUGGESTEDTHATTHE“SLIP“PROCESSTAKESPLACEBYSLOWGROWTHOFACRACKTHROUGHTHEPLASTICZONEFOLLOWEDBYRAPIDPROPAGATIONTHROUGHVIRGINMATERIALITHASBEENSHOWNTHATTHESTICK/SLIPBEHAVIOURISDUETOBLUNTINGOFTHECRACKWHICHISCONTROLLEDBYTHEYIELDBEHAVIOUROFTHERESINAUNIQUEFRACTURECRITERIONHASBEENSHOWNTOBEAPPLICABLETOEPOXYRESINSWHICHISTHATACRITICALSTRESSOFTHEORDEROFTHREETIMESTHEYIELDSTRESSMUSTBEACHIEVEDATACRITICALDISTANCEAHEADOFTHECRACKELECTRONMICROSCOPEREPLICASOFTHEFRACTURESURFACESHAVEBEENOBTAINEDANDANUNDERLYINGNODULARSTRUCTURECANBERESOLVEDHOWEVER,NODIRECTCORRELATIONBETWEENTHENODULESIZEANDFRACTUREPROPERTIESHASBEENFOUND1INTRODUCTIONTHEREISCURRENTLYAGREATDEALOFINTERESTINTHEMECHANISMSOFCRACKPROPAGATIONINBRITTLEPOLYMERSTHEGENERALSUBJECTOFCRACKPROPAGATIONINTHERMOSETTINGPOLYMERSHASBEENREVIEWEDRECENTLYBYONEOFTHEAUTHORS1ANDTHISPARTICULARPAPERISCONCERNEDWITHTHEPROPAGATIONOFCRACKSINEPOXYRESINSINCERTAINPOLYMERSSUCHASPOLYMETHYLMETHACRYLATEPMMACRACKSTENDTOPROPAGATEINASTABLE,CONTINUOUSWAYTHROUGHACONSTANTCRACKOPENINGDISPLACEMENT8CCRITERION2,3,WHEREASINOTHERPOLYMERSSUCHASEPOXYRESINS4,CRACKPROPAGATIONTENDSTOOCCURINANUNSTABLESTICK/SLIPMANNERITISKNOWN5THATUNSTABLEPROPAGATIONISSUPPRESSEDINEPOXYRESINSIFTHECRACKSAREPROPAGATEDATLOWTEMPERATURES,WHENTHEMATERIALISWELLBELOWITSTGITHASBEENSHOWNRECENTLY6THATUNDERTHESECONDITIONSACONSTANT6ECRITERIONALSOHOLDSFORANEPOXYRESINITHASBEENRECOGNIZEDFORSEVERALYEARSTHATTHEREISARELATIONSHIPBETWEENTHECRACKPROPAGATIONBEHAVIOURANDTHEPLASTICFLOWPROPERTIESOFANEPOXYRESIN6,7BUTITISONLYVERYRECENTLYTHAT00222461/80/0718230950290/0QUANTITATIVETHEORIESHAVEBEENDEVELOPEDTOACCOUNTFORTHISRELATIONSHIPFOLLOWINGASUGGESTIONFROMWILLIAMS8,THEAUTHORSHAVEBEENABLETOSHOWTHATSTICK/SLIPPROPAGATIONINONEPARTICULAREPOXYRESINSYSTEMCOULDBEEXPLAINEDTHROUGHACRACKBLUNTINGMECHANISM9THESAMEAPPROACHHASBEENDEVELOPEDMOREFORMALLYBYKINLOCHANDWILLIAMS10WHOFOUNDTHATTHECRACKBLUNTINGMECHANISMCOULDSUCCESSFULLYEXPLAINTHEMODESOFCRACKPROPAGATIONINAWIDEVARIETYOFEPOXYRESINSTHEPLASTICDEFORMATIONOFASERIESOFEPOXYRESINSHASBEENCAREFULLYINVESTIGATEDINPART1ANDEXPLAINEDINTERMSOFCURRENTTHEORIESOFPLASTICDEFORMATIONINGLASSYPOLYMERSINTHISSECONDPAPERTHERELATIONSHIPBETWEENTHEFLOWBEHAVIOURANDCRACKPROPAGATIONHASBEENANALYSEDINDETAILASAFUNCTIONOFTHEAMOUNTOFCURINGAGENTUSEDWITHTHERESINANDPOSTCURETEMPERATURE2EXPERIMENTALTHEEPOXYRESINUSEDINTHISSTUDYWASEPIKOTE828HARDENEDWITHDIFFERENTAMOUNTSOFTRIETHYLENETETRAMINETETAANDCUREDFOR3HATDIF?91980CHAPMANANDHALTLTD1823FIGURE2FRACTURESURFACESOFANEPOXYRESINCUREDWITH98PHRTETATHESPECIMENWASPOSTCUREDAT50CFOR3HANDTESTEDATACROSSHEADSPEEDOF005MMRAINAT22CAOPTICALMICROGRAPHOFSURFACEBEMREPLICAOFCRACKARRESTLINECRACKGROWTHDIRECTIONINDICATEDBYARROWSATROOMTEMPERATUREFIG3ASHOWSTHATTHESPECIMENHASAFINEARRESTLINETHEELECTRONMICROGRAPHINFIG3BSHOWSTHEARRESTLINEATAHIGHERMAGNIFICATIONITCANBESEENTHATTHESTRUCTUREISAGAINSTREAKEDANDTHEARRESTLINECORRESPONDSTOANABRUPTCHANGEINDIRECTIONOFTHESTREAKSTHEREAPPEARSTOBEANUNDERLYINGNODULARSTRUCTUREOFTHESCALEOF500AAGOODEXAMPLEOFABROADERTYPEOFCRACKARRESTLINEISGIVENINFIG4ATHISTYPEOFFEATUREISTYPICALOFWELLCUREDSPECIMENSFRACTUREDATTEMPERATURESCLOSETOTG7THEFRACTURESURFACEISFEATURELESSUNTILTHECRACKARRESTPOINTAFTERCRACKARRESTTHEREISASLOWGROWTHREGION13OFCLOSELYSPACEDSTRIATIONSPARALLELTOTHECRACKGROWTHDIRECTIONFOLLOWINGTHESLOWGROWTHREGIONTHEREISAROUGHERHACKLEDREGIONWHERETHECRACKACCELERATESDURINGTHE“SLIP“PROCESSEXAMINATIONOFTHEFRACTURESURFACEBYEMREPLICASHASSHOWNTHATTHESMOOTHAREASOFSUCHSPECIMENSARERELATIVELYFEATURELESSINCONTRASTTOTHESLOWGROWTHREGIONWHICHISSHOWNINFIG4BINTHISAREATHEREAREVSHAPEDFEATURESWHICHAPPEARTOBECAUSEDBYTHECRACKPROPAGATINGONDIFFERENTLEVELSITWASNOTPOSSIBLETORESOLVEANYUNDERLYINGNODULARSTRUCTUREONTHESPECIMENUSEDINFIG433SLOWGROWTHREGIONITWASPOINTEDOUTINTHEPREVIOUSSECTIONTHATINWELLCUREDSPECIMENSFRACTUREDATHIGHTEMPERATURESTHEREISACHARACTERISITCREGIONOFSLOWCRACKGROWTHWHICHWASFIRSTIDENTIFIEDBYPHILLIPSETAL13ITISFOUNDTHATTHESIZEOFTHISREGION,/R,INCREASESASTHETEMPERATUREOFTESTINGISRAISEDTHISCANBESEENCLEARLYINFIG5FORARESINCONTAINING14TPHRTETA,WHEREMICROGRAPHSAREGIVENFORSPECIMENSWHICHHAVEBEENFRACTUREDATTWODIFFERENTTEMPERATURESITWASSHOWNINFIG1THATFORTHISFORMULATIONTHECRITICALSTRESSINTENSITYFACTORFORCRACKINITIATIONKXCIALSOINCREASESFIGURE3FRACTURESURFACEOFANEPOXYRESINCUREDWITH98PHRTETATHESPECIMENWASPOSTCUREDAT100CFOR3HANDTESTEDATACROSSHEADSPEEDOF005MMMINAT22CAOPTICALMICROGRAPHOFFRACTURESURFACEBEMREPLICAOFCRACKARRESTLINECRACKGROWTHDIRECTIONINDICATEDBYARROWS1825
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簡(jiǎn)介:中文中文6400字,字,4000英文單詞,英文單詞,21萬英文字符萬英文字符文獻(xiàn)出處文獻(xiàn)出處SIVAKUGANN,RANKINERM,RANKINEKJ,ETALGEOTECHNICALCONSIDERATIONSINMINEBACKFILLINGINAUSTRALIAJJOURNALOFCLEANERPRODUCTION,2006,14121311681175英文原文GEOTECHNICALCONSIDERATIONSINMINEBACKFILLINGINAUSTRALIANSIVAKUGANA,,RMRANKINEB,KJRANKINEA,KSRANKINEAASCHOOLOFENGINEERING,JAMESCOOKUNIVERSITY,TOWNSVILLE4811,AUSTRALIABCANNINGTONMINE,BHPBILLITON,POBOX5874,TOWNSVILLE4810,AUSTRALIAABSTRACTMINEBACKFILLINGCANPLAYASIGNIFICANTROLEINTHEOVERALLOPERATIONOFAMINEOPERATIONINTHEAUSTRALIANMININGINDUSTRY,WHERESAFETYISAPRIMECONSIDERATION,HYDRAULICSYSTEMSARETHEMOSTCOMMONBACKFILLSDEPLOYEDMANYACCIDENTSREPORTEDATHYDRAULICFILLMINESWORLDWIDEHAVEMAINLYBEENATTRIBUTEDTOALACKOFUNDERSTANDINGOFTHEIRBEHAVIOURANDBARRICADEBRICKSTHISPAPERDESCRIBESTHEFINDINGSFROMANEXTENSIVELABORATORYTESTPROGRAMMECARRIEDOUTINAUSTRALIAONMORETHAN20DIFFERENTHYDRAULICFILLSANDSEVERALBARRICADEBRICKSALIMITEDDESCRIPTIONOFPASTEBACKFILLSISALSOPROVIDED,ANDTHEUSEFULNESSOFNUMERICALMODELLINGASANINVESTIGATIVETOOLISHIGHLIGHTEDKEYWORDSHYDRAULICFILLSMININGBACKFILLSPASTEFILLSGEOTECHNICAL1.INTRODUCTIONINTHEMININGINDUSTRY,WHENUNDERGROUNDOREBODIESAREEXTRACTED,VERYLARGEVOIDSARECREATED,WHICHMUSTBEBACKFILLEDTHEBACKFILLINGSTRATEGIESDEPLOYEDOFTENMAKEUSEOFTHEWASTEROCKORTAILINGSTHATARECONSIDEREDBYPRODUCTSOFTHEMININGOPERATIONTHISISANEFFECTIVEMEANSOFTAILINGDISPOSALBECAUSEITNEGATESTHENEEDFORCONSTRUCTINGLARGETAILINGDAMSATTHESURFACETHEBACKFILLINGOFUNDERGROUNDVOIDSALSOIMPROVESLOCALANDREGIONALSTABILITY,ENABLINGSAFERANDMOREEFFICIENTMININGOFTHESURROUNDINGAREASTHENEEDFORBACKFILLINGISAMAJORISSUEINAUSTRALIA,WHERE10MILLIONCUBICMETRESOFUNDERGROUNDVOIDSAREGENERATEDANNUALLYASARESULTOFMINING1THEREARETWOBASICTYPESOFBACKFILLINGSTRATEGIESTHEFIRST,UNCEMENTEDBACKFILLING,DOESNOTMAKEUSEOFBINDINGAGENTSSUCHASCEMENT,ANDTHEIRCHARACTERISTICSCANBESTUDIEDUSINGSOILMECHANICSTHEORIESATYPICALEXAMPLEOFUNCEMENTEDBACKFILLINGISTHEUSEOFHYDRAULICFILLSTHATAREPLACEDINTHEFORMOFSLURRYINTOTHEUNDERGROUNDVOIDSTHESECONDCATEGORY,CEMENTEDBACKFILLING,MAKESUSEOFASMALLPERCENTAGEOFBINDERSUCHASPORTLANDCEMENTORABLENDOFPORTLANDCEMENTWITHANOTHERPOZZOLANSUCHASFLYASH,GYPSUMORBLASTFURNACESLAGTHEPURPOSEOFTHISPAPERISTOANALYSETHEFINDINGSFROMANEXTENSIVELABORATORYTESTPROGRAMMECARRIEDOUTINAUSTRALIAONHYDRAULICFILLSANDSEVERALBARRICADEBRICKSHYDRAULICFILLSAREUNCEMENTEDTECHNIQUES,ANDAREONEOFTHEMOSTWIDELYUSEDBACKFILLINGSTRATEGIESINAUSTRALIAMORETHAN20DIFFERENTHYDRAULICFILLS,REPRESENTINGAWIDERANGEOFMINESINAUSTRALIA,WERESTUDIEDATJAMESCOOKUNIVERSITYJCUTHEGRAINSIZERDISTRIBUTIONSFORALLOFTHESEFILLSLIEWITHINANARROWBANDASSHOWNINFIG1ALONGWITHTHEM,THEGRAINSIZEDISTRIBUTIONCURVESPOROUSBARRICADEBRICKWALLHORIZONTALACCESSDRIVESLURRYENTERSSTOPEHORIZONTALACCESSDRIVEDECANTWATERHYDRAULICFILLFIG2ANIDEALISEDSTOPEWITHTWOSUBLEVELDRAINSTHEACCESSDRIVES,WHICHAREMADELARGEENOUGHTOPERMITTHEENTRYOFMACHINERYDURINGMINING,AREBLOCKEDBYTHEBARRICADESDURINGFILLINGTHEDRIVESAREOFTENLOCATEDATMORETHANONELEVELINITIALLY,THEDRIVESLOCATEDATUPPERLEVELSACTASEXITPOINTSFORTHEDECANTEDWATER,ANDALSOSERVEASDRAINSWHENTHEHYDRAULICFILLRISESINTHESTOPE21DRAINAGECONSIDERATIONSDRAINAGEISTHEMOSTIMPORTANTISSUETHATMUSTBECONSIDEREDWHENDESIGNINGHYDRAULICFILLSTOPESTHEREHAVEBEENSEVERALACCIDENTSNAMELY,TRAPPEDMINERSANDMACHINERYWORLDWIDECAUSEDBYWETHYDRAULICFILLRUSHINGTHROUGHHORIZONTALACCESSDRIVESSEVERALREASONS,INCLUDINGPOORQUALITYBARRICADEBRICKS,LIQUEFACTION,ANDPIPINGWITHINTHEHYDRAULICFILLAREATTRIBUTEDTOSUCHFAILURES2THEREFORE,PERMEABILITYOFTHEHYDRAULICFILLINTHESTOPEISACRITICALPARAMETERINTHEDESIGNCONTINUOUSEFFORTISMADEDURINGMININGTOENSURETHATITISKEPTABOVEATHRESHOLDLIMITINTHEVICINITYOF100MM/H3LARGERPERMEABILITYLEADSTOQUICKERREMOVALOFWATERFROMTHESTOPE,THUSIMPROVINGTHESTABILITYOFTHEFILLCONTAINEDWITHINTHESTOPEPERMEABILITYTESTSFORMINEFILLSANDBARRICADEBRICKSAREDISCUSSEDBYRANKINEETAL4THECONSTANTHEADANDFALLINGHEADPERMEABILITYTESTSCARRIEDOUTONTHEHYDRAULICFILLSAMPLESGIVEPERMEABILITYVALUESINTHERANGEOF735MM/HINSPITEOFHAVINGPERMEABILITYVALUESMUCHLESSTHANTHE100MMTHRESHOLDSUGGESTEDBYHERGETANDDEKOROMPAY3,EACHOFTHESEHYDRAULICFILLSHASPERFORMEDSATISFACTORILYANECDOTALEVIDENCESANDBACKCALCULATIONSUSINGTHEMEASUREDFLOWINTHEMINESTOPESSUGGESTTHATTHEPERMEABILITYOFTHEHYDRAULICFILLINTHEMINEISOFTENLARGERTHANWHATISMEASUREDINTHELABORATORYUNDERCONTROLLEDCONDITIONSKUGANATHAN5ANDBRADYANDBROWN6PROPOSEDPERMEABILITYVALUESINTHERANGEOF3050MM/H,WHICHARESIGNIFICANTLYLARGERTHANTHOSEMEASUREDINTHELABORATORYFORSIMILARFILLSTHESEVALUESAREMUCHLESSTHANTHETHRESHOLDLIMITPRESCRIBEDBYHERGETANDDEKOROMPAY3,SUGGESTINGTHATITISACONSERVATIVERECOMMENDATION22STABILITYCONSIDERATIONSTHESTABILITYOFTHEHYDRAULICFILLSTOPEDURINGANDAFTERTHEDRAINAGEPERIODDEPENDSONSEVERALPARAMETERSTHATDETERMINETHESTRENGTHANDTHESTIFFNESSOFTHEHYDRAULICFILLMASSTHESEPARAMETERSCANBEMEASUREDINTHELABORATORYUSINGRECONSTITUTEDSAMPLESORINTHEMINEUSINGINSITUTESTINGDEVICESDUETOTHEDIFFICULTIESANDHIGHCOSTSASSOCIATEDWITHCARRYINGTHEINSITU
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簡(jiǎn)介:ONTHECOMPARISONOFTIMOSHENKOANDSHEARMODELSINBEAMDYNAMICSNO?LCHALLAMEL1ABSTRACTTHECLASSICALTIMOSHENKOBEAMMODELANDTHESHEARBEAMMODELAREOFTENUSEDTOMODELSHEARBUILDINGBEHAVIORBOTHFORSTABILITYORDYNAMICANALYSISTHISTECHNICALNOTEQUESTIONSTHETHEORETICALRELATIONSHIPBETWEENBOTHMODELSFORLARGEVALUESOFBENDINGTOSHEARSTIFFNESSPARAMETERTHESIMPLYSUPPORTEDBEAMISANALYTICALLYSTUDIEDFORBOTHMODELSASYMPTOTICSOLUTIONSAREOBTAINEDFORLARGEVALUESOFBENDINGTOSHEARSTIFFNESSPARAMETERINTHEGENERALCASE,ITISPROVENTHATTHESHEARBEAMMODELCANNOTBEDEDUCEDFROMTHETIMOSHENKOMODEL,BYCONSIDERINGLARGEVALUESOFBENDINGTOSHEARSTIFFNESSPARAMETERTHISISONLYACHIEVEDFORSPECIFICGEOMETRICALPARAMETERINTHEPRESENTEXAMPLEASACONCLUSION,THECAPABILITYOFTHESHEARMODELTOAPPROXIMATETIMOSHENKOMODELFORLARGEVALUESOFBENDINGTOSHEARSTIFFNESSPARAMETERISFIRMLYDEPENDENTONTHEMATERIALANDGEOMETRICALCHARACTERISTICSOFTHEBEAMSECTIONANDONTHEBOUNDARYCONDITIONSDOI101061/?ASCE?07339399?2006?13210?1141?CEDATABASESUBJECTHEADINGSSHEARWAVESSTRUCTURALDYNAMICSDYNAMICMODELSBEAMSCOMPARATIVESTUDIESINTRODUCTIONTHECLASSICALTIMOSHENKOBEAMMODEL?TIMOSHENKO1921,1922?ANDTHESHEARBEAMMODEL?SEEFORINSTANCEKAUSEL2002?AREOFTENUSEDTOMODELSHEARBUILDINGBEHAVIORBOTHFORSTABILITYORDYNAMICANALYSISTHISTECHNICALNOTEQUESTIONSTHETHEORETICALRELATIONSHIPBETWEENBOTHMODELSFORLARGEVALUESOFBENDINGTOSHEARSTIFFNESSPARAMETERARISTIZABALOCHOA?2004?COMPARESTHESETWOMODELSANDSUGGESTSARELATIONSHIPBETWEENTHESETWOMODELSBYCONSIDERINGLARGEVALUESOFADIMENSIONLESSPARAMETERS2,ABENDINGTOSHEARSTIFFNESSPARAMETERTHISTECHNICALNOTESHOWSONASIMPLEEXAMPLETHATTHISPARAMETERMAYBENOTSUFFICIENTTOLINKBOTHTHEORIESEQUATIONSOFMOTIONTIMOSHENKOMODELTHEGOVERNINGEQUATIONSOFTHETIMOSHENKOMODELAREM?2Y?T2?ASG?2Y?X2ASG???X0?1?MR2?2??T2?ASG??Y?X????EI?2??X20THEBEAMISMADEOFAHOMOGENEOUSLINEARELASTICMATERIALWITHMODULIE?YOUNGMODULUS?ANDG?TRANSVERSESHEARMODULUS?ITSTRANSVERSECROSSSECTIONISDOUBLYSYMMETRICWITHANEFFECTIVESHEARAREADENOTEDBYASANDAPRINCIPALMOMENTOFINERTIAIAR2?R?RADIUSOFGYRATIONOFTHECROSSSECTIONANDA?TOTALAREA?THEEFFECTIVEAREAASCANALSOBEDENOTEDBY?A?,THESOCALLEDSHEARCORRECTIONCOEFFICIENT,ISADIMENSIONLESSFACTORWHICHGIVESTHERATIOOFTHEAVERAGESTRAINONASECTIONTOTHESHEARSTRAINATTHECENTROIDITSVALUEISDEPENDENTONTHESHAPEOFCROSSSECTION,BUTALSOONTHEMATERIAL’SPOISSONRATIO??SEE,FORINSTANCE,COWPER1966?THEUNIFORMMASSPERUNITOFLENGTHISDENOTEDBYMY?AVERAGEDISPLACEMENTAND??AVERAGESLOPE,BOTHFUNCTIONOFTHETIMETANDTHESPATIALCOORDINATEXTHEROTATIONANGLE?CANBEEVALUATEDFROMTHEFIRSTOFTHESEEQUILIBRIUMRELATIONSHIPSEQ?1?ANDSUBSTITUTEDINTOTHESECOND,LEAVINGTHETRANSVERSEDISPLACEMENTYASTHEONLYVARIABLEEI?4Y?X4M?2Y?T2??MR2MEIASG??4Y?X2?T2M2R2ASG?4Y?T40?2?ONEWOULDOBTAINTHESAMEDIFFERENTIALOPERATORFORTHECROSSSECTIONALROTATIONANGLE?CHENG1970?EI?4??X4M?2??T2??MR2MEIASG??4??X2?T2M2R2ASG?4??T40?3?THESIMPLYSUPPORTEDBEAMOFLENGTHLISSTUDIEDTHEBOUNDARYCONDITIONSARETHENREDUCEDTO???X?0,T????X?L,T?Y?0,T?Y?L,T?0?4?OFCOURSE,OTHERTYPESOFBOUNDARYCONDITIONSCANBETREATED?HUANG1961,FORINSTANCE?BUTACOMPARISONWITHOTHERBEAMMODELSWILLBEFACILITATEDBYTHEAVAILABLECLOSEDFORMSOLUTIONSOFTHISSIMPLYSUPPORTEDBEAMTHESOLUTIONOFEQ?2?ISSOUGHTOFTHEFORMY?X,T???X?SIN?NT?5?1ASSOCIATEPROFESSOR,LABORATOIREDEGéNIECIVILETGéNIEMéCANIQUE?LGCGM?,INSADERENNES,20AVDESBUTTESDECO?SMES,35043RENNESCEDEX,FRANCEEMAILNOELCHALLAMELINSARENNESFRNOTEASSOCIATEEDITORHAYDERARASHEEDDISCUSSIONOPENUNTILMARCH1,2007SEPARATEDISCUSSIONSMUSTBESUBMITTEDFORINDIVIDUALPAPERSTOEXTENDTHECLOSINGDATEBYONEMONTH,AWRITTENREQUESTMUSTBEFILEDWITHTHEASCEMANAGINGEDITORTHEMANUSCRIPTFORTHISTECHNICALNOTEWASSUBMITTEDFORREVIEWANDPOSSIBLEPUBLICATIONONMARCH17,2005APPROVEDONJANUARY25,2006THISTECHNICALNOTEISPARTOFTHEJOURNALOFENGINEERINGMECHANICS,VOL132,NO10,OCTOBER1,2006?ASCE,ISSN07339399/2006/101141–1145/2500JOURNALOFENGINEERINGMECHANICS?ASCE/OCTOBER2006/1141JENGMECH200613211411145DOWNLOADEDFROMASCELIBRARYORGBYUNIVERSITYOFLIVERPOOLON04/19/15COPYRIGHTASCEFORPERSONALUSEONLYALLRIGHTSRESERVEDTHEFUNCTIONOFTHELATERALDEFLECTION?ISNOWEXPRESSEDASFOLLOWS??X?C1COS??NX?C2SIN??NX?C3COS??NX?C4SIN??NX??17?NOTETHEDIFFERENCEINTHEEIGENFUNCTIONSBETWEENCASES1AND2THENATURALFREQUENCIESARESIMPLYOBTAINEDUSINGTHEBOUNDARYCONDITIONSINEQ?8??NN?AND?NN??18?ITCANBEREMARKEDTHATTHISSECONDCASEISOFTENOMITTEDINTHELITERATUREASYMPTOTICANALYSISEIGENFUNCTIONSDEPENDONTHEFREQUENCYDEPENDENTEQ?12?INANYCASE,ITISNOTDIFFICULTTOSHOWTHATINBOTHCASES,THENATURALFREQUENCYISGIVENBYTHEFOLLOWINGEQUATIONBN4R2S2?BN2?N2?2?R2S2?1?N4?40?19?THEEULER–BERNOULLISOLUTIONISFOUNDBYSETTINGRS0TBNN2?2?20?ITCANBEMOREOVERSTATEDTHATS2?1?21?THISASSUMPTIONISOFTENFORMULATEDINORDERTOJUSTIFYTHEASSUMPTIONOFTHESHEARMODEL?SEEFORINSTANCEARISTIZABALOCHOA2004?INTHISCASE,EQ?19?ISREDUCEDTOBN4R2S2?BN2N2?2?R2S2??1??N4?40WHERE?1N2?2?R2S2??22?INCASEOFEQ?21?,??SMALLPARAMETER???1/?N?S?2?THEFOLLOWINGPERTURBATIONEXPANSIONFORTHESOLUTIONOFEQ?22?ISOBTAINEDFROMTHEASYMPTOTICSEQUENCE?SEEFORINSTANCEBUSH1992?BN2BN2?0??BN2?1??2BN2?2?ˉ?23?SUBSTITUTINGTHEASSUMEDEXPANSIONINTOEQ?22?YIELDSTHEEQUATIONBN2?N2?2R2?1?R2S2S2?R2?ˉORN2?2S2?1?R2S2R2?S2?ˉ??24?THECASERSISASPECIALCASEFORWHICHANOTHERPERTURBATIONEXPANSIONHAS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簡(jiǎn)介:STRUCTUREANDPROPERTIESOFTHEFE3ALTYPEINTERMETALLICALLOYFABRICATEDBYLASERENGINEEREDNETSHAPINGLENSTOMASZDUREJKOA,MICHA?ZI?TALAA,MAGDA?AZI?SKAA,STANIS?AWLIPI?SKIA,WOJCIECHPOLKOWSKIA,TOMASZCZUJKOA,N,ROBERTAVARINBADEPARTMENTOFADVANCEDMATERIALSANDTECHNOLOGIES,MILITARYUNIVERSITYOFTECHNOLOGY,2GENSKALISKIEGOSTREET,PL00908WARSAW,POLANDBDEPARTMENTOFMECHANICALANDMECHATRONICSENGINEERING,UNIVERSITYOFWATERLOO,WATERLOO,ONT,CANADAN2L3G1ARTICLEINFOARTICLEHISTORYRECEIVED25JULY2015RECEIVEDINREVISEDFORM22SEPTEMBER2015ACCEPTED20OCTOBER2015AVAILABLEONLINE22OCTOBER2015KEYWORDSINTERMETALLICSMECHANICALCHARACTERIZATIONADDITIVEMANUFACTURINGABSTRACTTHEMICROSTRUCTUREANDMECHANICALPROPERTIESOFTHEFE3AL–035ZR–01BALLOYFABRICATEDBYTHELASERENGINEEREDNETSHAPINGLENSTECHNIQUEAREPRESENTEDPROPERTECHNOLOGICALPARAMETERSOFTHELENSMANUFACTURINGPROCESSWERESELECTEDTOOBTAINELEMENTSWITHAMINIMALPOROSITYANDASATISFACTORYSHAPECONGRUENCYTHEFE3ALBASEDALLOYSAMPLESFABRICATEDBYTHELENSTECHNIQUEARECHARACTERIZEDBYAHOMOGENOUSCHEMICALCOMPOSITIONANDDIVERSIFIEDGRAINMORPHOLOGYWITHCOLUMNARGRAINSATTHEBOTTOMANDEQUIAXEDGRAINSATTHECENTERANDEDGEINTHEANALYZEDSAMPLEPHASEANALYSISSHOWEDTHEPRESENCEOFB2ORDEREDFE3ALINTERMETALLICANDFE,AL2ZRLAVESPHASESANISOTHERMALANNEALINGCARRIEDOUTAT450°CFOR50HLEDTOAPHASETRANSFORMATIONFROMAB2TOANEQUILIBRIUMD03PHASETHEFE3ALBASEDALLOYSAMPLESWITHTHEB2STRUCTURE,DIRECTLYAFTERTHELENSPROCESSANDWITHTHED03STRUCTUREAFTERANNEALING,EXHIBITEDSIMILARYIELDSTRENGTHANDULTIMATETENSILESTRENGTHHOWEVER,THEPRESENCEOFTHED03STRUCTURECAUSEDANOTICEABLEINCREASEOFELONGATION,ESPECIALLYATELEVATEDTEMPERATURES2015PUBLISHEDBYELSEVIERBV1INTRODUCTIONTHEORDEREDINTERMETALLICALLOYSBASEDONALUMINIDESOFTRANSITIONMETALSSUCHASIRON,TITANIUM,NICKEL,NIOBIUMANDCOBALTCANBEPOTENTIALLYAPPLIEDATTEMPERATURESHIGHERTHANTHOSEFORMODERNSUPERALLOYSWHILEOFFERINGBETTERSPECIFICMECHANICALPROPERTIESRESULTINGFROMTHEIRLOWERDENSITIESWITHINTHERANGE54?67G/CM31–5THEIRLARGECONTENTOFALUMINUM10–20ALLOWSFORTHEFORMATIONOFANIMPERVIOUSOXIDELAYERWHICHPREVENTSOXIDATION,SULFIDATIONANDCARBURIZATIONATTEMPERATURESAPPROACHING1000°CTHEFEALB2ANDFE3ALD03INTERMETALLICPHASESPOSSESSAHIGHRESISTANCETOOXIDATION,CORROSION,WEARANDCREEPABOVE600°C1–8ADDITIONALCREEPRESISTANCEISACHIEVEDBYALLOYINGWITHMO,HF,NB,ZR,ANDTA7–12DOPINGWITHZRLEADSTOTHEFORMATIONOFHARDFE,AL2ZRLAVESPHASEPRECIPITATESWHICHIMPROVETHEMECHANICALPROPERTIESATHIGHTEMPERATURES10–14THESEMATERIALSARECONSIDEREDFORVARIOUSHIGHTEMPERATUREAPPLICATIONS,SUCHASFURNACEFIXTURES,HEATEXCHANGERPIPES,CATALYTICCONVERTERSUBSTRATES,AUTOMOBILEANDOTHERINDUSTRIALVALVECOMPONENTSORPARTSTHATWORKINAMOLTENSALTENVIRONMENT5,15ASADRAWBACKTHEYEXHIBITINFERIORCASTABILITYORALARGECASTINGSHRINKAGE16THEREFORE,SINTERINGORHOTEXTRUSIONOFELEMENTARYPOWDERMIXTURESWEREAPPLIEDFORPRODUCINGTHEFEALORFE3ALALLOYS4,17–19HOWEVER,ANAPPLICATIONOFAPOWDERTECHNOLOGYTOTHEMANUFACTURINGOFFEALORFE3ALBASEDELEMENTSISASSOCIATEDWITHAHIGHENERGYCONSUMPTIONANDALOWPRODUCTIVITYWHICHRESULTINHIGHPRODUCTIONCOSTS17THEMOSTSUITABLETECHNOLOGYFORPROCESSINGOFINTERMETALLICBASEDALLOYSISADDITIVEMANUFACTURINGWHICH,SOFAR,HASBEENREPORTEDINONLYAFEWPAPERS20–22MOSTRECENTLY,DUREJKOETAL23REPORTEDASUCCESSFULFABRICATIONOFTHEFE3AL/SS316LGRADEDSTRUCTUREOBTAINEDBYUSINGTHELASERENGINEEREDNETSHAPINGLENSTECHNOLOGYINTHEPRESENTWORKAUTHORSAPPLIEDANOVELLENSMANUFACTURINGMETHODTOPRODUCEDENSE,FE3ALBASEDINTERMETALLICALLOYS,DOPEDWITHZIRCONIUMANDBORONTHELENSTECHNIQUEALLOWSASIMULTANEOUSINTRODUCTIONOFALLOYINGELEMENTSANDCONTROLOFSTRUCTUREANDEXTERNALGEOMETRYOFMANUFACTUREDFE3ALINTERMETALLICELEMENTS,PARTICULARLYFORHIGHTEMPERATUREAPPLICATIONSTHEPRESENTAPPROACHISFOCUSEDONFINDINGACORRELATIONBETWEENTHELENSPROCESSPARAMETERSANDRESULTINGMICROSTRUCTUREASACONSEQUENCE,ASELECTIONOFTHEPROCESSPARAMETERSTHATPRODUCEMATERIALSWITHTHEBESTPROPERTIESFORTHEIRPOTENTIALAPPLICATIONATELEVATEDTEMPERATURESISPROPOSEDANDDISCUSSEDCONTENTSLISTSAVAILABLEATSCIENCEDIRECTJOURNALHOMEPAGEWWWELSEVIERCOM/LOCATE/MSEAMATERIALSSCIENCEENGINEERINGAHTTP//DXDOIORG/101016/JMSEA20151007609215093/2015PUBLISHEDBYELSEVIERBVNCORRESPONDINGAUTHORFAXT48226839445EMAILADDRESSTCZUJKOWATEDUPLTCZUJKOMATERIALSSCIENCEENGINEERINGA6502016374–381ECDVALUESABOVE50ΜM32EFFECTOFTHELENSPROCESSONTHEPOROSITYOFFABRICATEDCOMPONENTSTHERESULTINGFINALPOROSITYOFAFABRICATEDCOMPONENTISANIMPORTANTMICROSTRUCTURALCHARACTERISTICTHATDIRECTLYDEPENDSONTHELENSPROCESSPARAMETERSUNFORTUNATELY,THEFINALPOROSITYLEVELOFACOMPONENTISAVERYCOMPLEXFUNCTIONOFVARIOUSLENSPROCESSPARAMETERSANEXTENSIVEPRELIMINARYRESEARCHONTHESELECTIONOFWORKINGPARAMETERSHASBEENCARRIEDOUTTOFABRICATETHEFE3ALSAMPLETHATISCHARACTERIZEDBYALOWESTPOSSIBLEPOROSITY,ABSENCEOFCRACKSANDGOODREPRODUCTIONOFTHEMODELSSHAPETHETRIALSWEREPERFORMEDBYADJUSTINGTHELASERPOWERWITHINTHERANGE150–350W,WORKINGTABLEFEEDWITHINTHERANGE15–12MM/SANDPOWDERFLOWRATEWITHINTHERANGE035–28G/MINTHEPOWDERSWEREDEPOSITEDONTHESUBSTRATEMADEOFIRONARMCOWITHATHICKNESSOF11MMTHEFABRICATEDSAMPLESHADACYLINDRICALSHAPEWITHADIAMETEROF15MMANDAHEIGHTOF5MMBASEDONTHEOBTAINEDRESULTS,THEPLOTSOFTHEPOROSITYASAFUNCTIONOFTHEPOWDERFLOWRATE,LASERPOWERANDFEEDRATEARESHOWNINFIG2ITISOBSERV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下載積分: 10 賞幣
上傳時(shí)間:2024-03-13
頁數(shù): 8
大小: 4.33(MB)
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簡(jiǎn)介:中文中文5350字文獻(xiàn)出處文獻(xiàn)出處DUREJKOT,ZI?TALAM,?AZI?SKAM,ETALSTRUCTUREANDPROPERTIESOFTHEFE3ALTYPEINTERMETALLICALLOYFABRICATEDBYLASERENGINEEREDNETSHAPINGLENSJMATERIALSSCIENCEMICHA?ZI?TALAMAGDA?AZI?SKASTANIS?AWLIPI?SKIWOJCIECHPOLKOWSKI,TOMASZCZUJKO,ROBERTAVARIN摘要摘要本文介紹了激光近凈成形(LENS)技術(shù)制造的FEAL035ZR01B合金的微觀組織結(jié)3構(gòu)和力學(xué)性能。通過選擇合理的工藝技術(shù)參數(shù),可以獲得較低孔隙率和形狀一致性較好的結(jié)構(gòu)。獲得的FEAL基合金樣品化學(xué)成分均勻,而且成形結(jié)構(gòu)底部為柱狀晶,在中心和邊3緣為等軸晶。相分析結(jié)果表明,(成形結(jié)構(gòu)中)存在B2結(jié)構(gòu)的FEAL金屬間化合物相組3織和(FE,ALZRLAVES相組織。在450℃下進(jìn)行50小時(shí)等溫退火將會(huì)使B2向平衡的DO2結(jié)構(gòu)轉(zhuǎn)變。雖然B2結(jié)構(gòu)的FEAL基合金成形樣品退火后轉(zhuǎn)變?yōu)镈O結(jié)構(gòu),但屈服強(qiáng)度333和極限抗拉強(qiáng)度并未有明顯變化。然而,DO結(jié)構(gòu)將會(huì)導(dǎo)致伸長率顯著增加,特別是在升3高溫度情況下更加明顯。1引言引言基于諸如鐵,鈦,鎳,鈮和鈷的過渡金屬的鋁化物的有序金屬間合金可以在高于現(xiàn)代超級(jí)合金的溫度下使用,同時(shí)提供較好的比力學(xué)性能,這主要是因?yàn)樗鼈兊拿芏容^低,一般在54?67G/CM3。含有大量鋁元素(1020%)形成不透性氧化物層,可以接近1000℃的溫度下防止氧化,硫化和滲碳。FEAL(B2)和FEAL(DO)金屬間相在600℃33以上具有高的抗氧化,耐腐蝕,耐磨損和抗蠕變性。通過與MO,HF,NB,ZR和TA的合金化獲得更好的抗蠕變性712。摻雜ZR導(dǎo)致形成硬的(FE,ALZR拉夫斯相沉淀物,改222應(yīng)用材料和方法應(yīng)用材料和方法摻雜有鋯和硼的球形FEAL粉末具有以下標(biāo)準(zhǔn)化學(xué)組成FE30AL03ZR01B(AT3%),購自LERMPS(法國)。對(duì)初始粉末進(jìn)行粒度分布評(píng)價(jià)和化學(xué)元素組成分析。用KAMIKAIPSUA裝置(KAMIKAINSTRUMENTS,波蘭)進(jìn)行粒度的測(cè)量。使用所提供的軟件對(duì)至少100,000個(gè)顆粒進(jìn)行等效粒徑DI的分析。LENSMR7裝置制造FEAL基化合物樣品,調(diào)整以下工藝參數(shù)激光功率PW,進(jìn)3料速率FMM/S和粉末流速PFG/MIN。使用BP97D電子放電加工裝置(ZAPBP,波蘭)在垂直于襯底的方向切下LENS制造的樣品。隨后,對(duì)樣品進(jìn)行金相制備,例如用5002400SIC紙研磨,隨后用3025ΜM金剛石懸浮液拋光。在使用顯微鏡觀察之前,使用丙酮脫脂將分析的表面在超聲波清洗器中清洗干凈。通過使用以下試劑的化學(xué)蝕刻顯示顯微結(jié)構(gòu)細(xì)節(jié)33%CHCOOH33%HNO33%HO1%HF。332使用NIKONECLIPSEMA200LIGHTMI對(duì)LENS制造的樣品晶粒結(jié)構(gòu)進(jìn)行評(píng)估(NIKONINSTRUMENTSEUROPE,NETHERLANDS)。根據(jù)適當(dāng)?shù)墓酱_定以下立體參數(shù)●等效圓直徑ECD4/ECDP??其中P表示被分析對(duì)象的面積●形狀長寬比K?24/KPO???其中P表示分析的晶粒的面積,O表示分析對(duì)象的電路孔隙率孔隙的面積分?jǐn)?shù)。通過與FEIQUANTA3D場(chǎng)發(fā)射槍掃描電子顯微鏡(FEI,USA)耦合的能量色散光譜(EDS)裝置對(duì)樣品的選定區(qū)域中的化學(xué)組成進(jìn)行定性和定量分析。在20120°的2范圍內(nèi)進(jìn)行,步長為002°。使用配備有鈷靶(波長為017889NM?的單色輻射)的SEIFERTXRD3003衍射儀(GEMEASUREMENTS&CONTROL,德國)進(jìn)行X射線衍射(XRD)相分析。為了驗(yàn)證應(yīng)用加工對(duì)所研究樣品的機(jī)械性能的影響,進(jìn)行了維氏顯微硬度(SHIMADZU,JAPAN)測(cè)量和拉伸測(cè)試。前者在樣品的縱向截面上使用100G負(fù)載和5秒加
下載積分: 10 賞幣
上傳時(shí)間:2024-03-15
頁數(shù): 17
大?。?1.69(MB)
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下載積分: 14 賞幣
上傳時(shí)間:2024-01-07
頁數(shù): 0
大?。?2.85(MB)
子文件數(shù):
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下載積分: 15 賞幣
上傳時(shí)間:2024-01-07
頁數(shù): 0
大?。?20.02(MB)
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下載積分: 13 賞幣
上傳時(shí)間:2024-01-07
頁數(shù): 0
大?。?0.61(MB)
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簡(jiǎn)介:中文中文4250字文獻(xiàn)出處文獻(xiàn)出處MOUHMIDB,IMADA,BENSEDDIQN,ETALASTUDYOFTHEMECHANICALBEHAVIOUROFAGLASSFIBREREINFORCEDPOLYAMIDE6,6EXPERIMENTALINVESTIGATIONJPOLYMERTESTING,2006,254544552玻璃纖維增強(qiáng)尼龍66的力學(xué)性能研究實(shí)驗(yàn)研究BMOUHMIDAIMADNBENSEDDIQSBENMEDAKHèNEAMAAZOUZ摘要摘要在這個(gè)實(shí)驗(yàn)工作中,我們研究了一種經(jīng)常使用在汽車工業(yè)的短玻璃纖維增強(qiáng)聚酰胺的力學(xué)性能。為了研究玻璃纖維含量、溫度和應(yīng)變速率的影響,我們?cè)跒樘畛涞木埘0泛筒AЮw維增強(qiáng)聚酰胺上面進(jìn)行了一系列的不同質(zhì)量分?jǐn)?shù)的單軸拉伸載荷,分別是質(zhì)量分?jǐn)?shù)為15、30和50。實(shí)驗(yàn)結(jié)果表明所研究的復(fù)合材料是一種應(yīng)變速率和溫度與纖維體積分?jǐn)?shù)有關(guān)的材料。彈性模量和拉伸強(qiáng)度都隨著應(yīng)變速率增加,隨著溫度減少。玻璃纖維增強(qiáng)尼龍66在其機(jī)械強(qiáng)度表現(xiàn)出改善。標(biāo)準(zhǔn)化模數(shù)的演變和拉伸強(qiáng)度正如相對(duì)密度的函數(shù)一樣可以由一種類型的冪函數(shù)來說明。聲發(fā)射(AE)技術(shù)被認(rèn)為是用于非破壞性測(cè)試和材料評(píng)估的一個(gè)有效工具,聲發(fā)射技術(shù)已被用于確定損傷閾值,并在復(fù)合材料的研究中獲取有關(guān)斷裂機(jī)制的信息。掃描電子顯微鏡(SEM)分析被應(yīng)用在斷面上進(jìn)行可視化的損傷過程包括纖維斷裂、基體破裂和界面破裂。關(guān)鍵詞尼龍66,玻璃纖維,機(jī)械行為,損壞,聲發(fā)射1簡(jiǎn)介玻璃纖維增強(qiáng)聚酰胺在許多應(yīng)用中以增長的頻率被持續(xù)使用,如壓力功能性汽車零部件(燃料注射導(dǎo)軌,轉(zhuǎn)向柱開關(guān))和運(yùn)動(dòng)休閑中的安全部分(滑雪板綁定)。因其剛度,韌性和耐動(dòng)態(tài)疲勞,這些材料是眾所周知的。纖維增強(qiáng)的熱塑性塑料化合物可通過常規(guī)的方法,如注射成型進(jìn)行處理,并相比未增強(qiáng)的化合物提供改進(jìn)機(jī)械性能。這些復(fù)合材料在許多工程應(yīng)用中因?yàn)樗鼈円子谥圃炜梢耘c金屬相競(jìng)爭(zhēng),重量輕并且經(jīng)濟(jì)。但是,也有關(guān)于材料缺陷的問題,如空隙和裂縫,這些空隙和裂縫可能存在或在三個(gè)區(qū)域之一引發(fā)基質(zhì),纖維或纖維/基體界面1。含有短纖維的熱塑性復(fù)合材料的機(jī)械性能成為了一直備受關(guān)注的主題。這些性能是由于纖維和基體特性與橫跨纖維/基體界面?zhèn)鬟f應(yīng)力的能力的結(jié)合,并且依賴于噴射條件,如螺桿和機(jī)筒的參數(shù),模具溫度和設(shè)計(jì)25。如纖維的比例、直徑,長度、方向和界面強(qiáng)度等變量在THOMASSON6和邵云福7所做的研究中對(duì)于熱塑性復(fù)合材料的最終性括在此情況下所有類型的損害。3結(jié)果與討論在這部分中,我們就一個(gè)內(nèi)在參數(shù)(玻璃纖維含量)和兩個(gè)外部參數(shù)(應(yīng)變速率Ε和溫度T)對(duì)拉伸彈性模量E,拉伸強(qiáng)度ΣR和破壞應(yīng)變?chǔ)的三個(gè)機(jī)械特性的的影響進(jìn)行了研究。31玻璃纖維含量的影響圖31表示出所研究的復(fù)合材料在T20℃和Ε56103S1條件下得到的應(yīng)力應(yīng)變曲線。我們可以注意到增強(qiáng)材料表現(xiàn)出高的強(qiáng)度水平和低的變形能力的典型的應(yīng)力應(yīng)變曲線。確實(shí),玻璃纖維增強(qiáng)尼龍66呈現(xiàn)脆性行為具有約55%破壞應(yīng)變,而未增強(qiáng)尼龍66呈現(xiàn)約25%的破壞應(yīng)變韌性行為。該圖還清楚地表明,增加的纖維含量導(dǎo)致拉伸強(qiáng)度和彈性模量的增大。圖31在20℃和56103S1的條件下不同玻璃纖維含量的應(yīng)力的條件下不同玻璃纖維含量的應(yīng)力應(yīng)變曲線應(yīng)變曲線為了解釋這些進(jìn)展,彈性模量和拉伸強(qiáng)度可以使用混合物方程式的規(guī)則的一個(gè)簡(jiǎn)單的結(jié)構(gòu)進(jìn)行建模EΑΥFEF(1ΥF)EM和ΣRΒΥFΣRF(1ΥF)ΣRM,其中EF和ΣRF分別是纖維的模量和拉伸強(qiáng)度(EF76GPA、ΣRF3200MPA),EM和ΣRM分別是未增強(qiáng)尼龍66的模量和拉伸強(qiáng)度的實(shí)驗(yàn)值,ΥF是纖維體積分?jǐn)?shù),Α和Β是纖維取向因數(shù)8。在我們的實(shí)驗(yàn)中,Α和Β的平均值分別取Α024、Β0072,這些值取決于纖維長度和取向。這兩個(gè)力學(xué)參數(shù)的變化也可以用一個(gè)基于相對(duì)表示的使用了現(xiàn)象的描述建模標(biāo)準(zhǔn)化拉伸強(qiáng)度ΣR/ΣRM、標(biāo)準(zhǔn)化彈性模量E/EM與相對(duì)密度Ρ/Ρ0,其中Ρ0是未增強(qiáng)尼龍66的密度。圖32和圖33說明這些進(jìn)展,并表明他們是通過力的關(guān)系描述如下
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簡(jiǎn)介:3200英文單詞,英文單詞,18500英文字符,中文英文字符,中文5500字文獻(xiàn)出處文獻(xiàn)出處JULIAHORSTSCHR?ERUNIVERSITYRANKINGSINACTIONTHEIMPORTANCEOFRANKINGSANDANEXCELLENCECOMPETITIONFORUNIVERSITYCHOICEOFHIGHABILITYSTUDENTSJECONOMICSOFEDUCATIONREVIEW,2012,31611621176UNIVERSITYRANKINGSINACTIONTHEIMPORTANCEOFRANKINGSANDANEXCELLENCECOMPETITIONFORUNIVERSITYCHOICEOFHIGHABILITYSTUDENTSJULIAHORSTSCHR?ERABSTRACTTHISPAPERANALYZESHOWHIGHABILITYSTUDENTSRESPONDTODIFFERENTINDICATORSOFUNIVERSITYQUALITYWHENAPPLYINGFORAUNIVERSITYAREPROSPECTIVESTUDENTSINFLUENCEDBYQUALITYINDICATORSOFAUNIVERSITYRANKINGORBYANEXCELLENCESTATUSAWARDEDWITHINANATIONWIDECOMPETITIONANDIFSO,ARESOMEQUALITYDIMENSIONS,EGRESEARCHREPUTATION,MENTORING,FACULTYINFRASTRUCTURE,STUDENTS’SATISFACTIONORTHEEXCELLENCESTATUS,MOREIMPORTANTTHANOTHERSINORDERTOADDRESSTHESEQUESTIONS,IESTIMATEARANDOMUTILITYMODELUSINGADMINISTRATIVEAPPLICATIONDATAOFALLGERMANMEDICALSCHOOLSASIDENTIFICATIONRELIESONTHEVARIATIONINQUALITYINDICATORSOVERTIME,ICANDISENTANGLETHERESPONSETOCHANGINGQUALITYINDICATORSFROMTHECOMMONKNOWLEDGEREGARDINGUNIVERSITYATTRACTIVENESSRESULTSSHOWTHATTHERANKINGPROVIDESMORERELEVANTINFORMATIONINTHEQUALITYDIMENSIONSMENTORING,FACULTYINFRASTRUCTUREANDTHEOVERALLSTUDENTS’SATISFACTIONTHANWITHRESPECTTORESEARCHKEYWORDSHIGHEREDUCATIONUNIVERSITYCHOICECOLLEGEADMISSIONCONDITIONALLOGIT1INTRODUCTIONEVERYYEAR,SECONDARYSCHOOLGRADUATESTHATWANTTOPURSUEHIGHEREDUCATIONHAVETOCHOOSEAUNIVERSITYTHISISACRUCIALDECISIONFORTHEIRFUTURETRAJECTORIESMADEUNDERIMPERFECTINFORMATIONREGARDINGTHEIROWNABILITY,UNIVERSITYQUALITYANDTHECORRESPONDINGRETURNSTOADEGREEFROMANECONOMIST’SPOINTOFVIEW,ITISVERYIMPORTANTTHATPROSPECTIVESTUDENTSAPPLYFORTHEUNIVERSITIESTHATFITTHEMBESTINORDERTOMAXIMIZEHUMANCAPITALPRODUCTIONANDTOMINIMIZEDROPOUTSTHEREFORE,UNIVERSITYRANKINGSANDINDICATORSOFEXCELLENCEMAYPROVIDEVALUABLEINFORMATIONFORTHEDECISIONOFPROSPECTIVESTUDENTSINTHISPAPER,IANALYZEWHETHERHIGHABILITYSTUDENTSINFACTUSEDIFFERENTUNIVERSITYQUALITYINDICATORSASASOURCEOFINFORMATIONANDWHETHERSOMEQUALITYDIMENSIONSAREMOREIMPORTANTFORANAPPLICANT’SDECISIONTHANOTHERSFORTHISPURPOSE,IESTIMATETHEEFFECTOFDIFFERENTQUALITYINDICATORSFROMAGERMANUNIVERSITYRANKING–ASWELLESTABLISHEDASTHEUSNEWSWORLDREPORTRANKINGINTHEUS–ONTHEUNIVERSITYAPPLICATIONDECISIONOFHIGHABILITYSTUDENTSASANADDITIONALQUALITYINDICATOR,IUSEANEXCELLENCECOMPETITIONRUNBYTHEGERMANGOVERNMENT,WHICHDECLAREDSOMEUNIVERSITIESTOBE“EXCELLENCEUNIVERSITIES”ANDGRANTEDTHEMEXTRAMONEYIDENTIFICATIONRELIESONTHEVARIATIONINDUCEDBYCHANGESINTHERANKINGINDICATORSOVERTIMEANDTHEINTRODUCTIONOFTHEEXCELLENCESTATUSTHISALLOWSMETODISENTANGLETHERESPONSETOTHENEWINFORMATIONPROVIDEDBYTHEQUALITYINDICATORSFROMTHETIMECONSTANT,COMMONKNOWLEDGEREGARDINGTHEOVERALLUNIVERSITYATTRACTIVENESSINCONTRASTTOTHEUSHIGHEREDUCATIONSYSTEM,THEGERMANSYSTEMISTRADITIONALLYBASEDONPUBLICUNIVERSITIESWHICHWERERECOGNIZEDASQUITEHOMOGENEOUSWITHRESPECTTOTHEIRQUALITYDURINGTHELASTCOUPLEOFYEARS,HOWEVER,SEVERALCHANGESTOWARDSAMORECOMPETITIVEMARKETHAVEBEENIMPLEMENTEDWITHTHEPUBLICATIONOFUNIVERSITYRANKINGSINTHEMEDIASTARTINGFROM1990SONWARDS,THEQUALITYOFDIFFERENTINSTITUTIONSHASBECOMEDIRECTLYCOMPARABLEFORTHEFIRST2010ANALYZETHEINFLUENCEOFGERMANUNIVERSITYRANKINGSONTHENUMBEROFMATRICULATEDSTUDENTSANDTHESORTINGOFSTUDENTSACCORDINGTOABILITYTHEYSHOWTHATRANKINGSALSOSEEMTOINFLUENCETHEMATRICULATIONDECISIONINGERMANYHOWEVER,BOTHGERMANSTUDIESCANNOTCONTROLFORUNIVERSITYFIXEDEFFECTSAND,THEREFORE,FAILTODISENTANGLETHEEFFECTOFTHEADDITIONALINFORMATIONPROVIDEDBYTHERANKINGSFROMTHECOMMONKNOWLEDGEREGARDINGUNIVERSITYATTRACTIVENESSTHISPAPERCONTRIBUTESTOTHEEXISTINGLITERATUREONUNIVERSITYRANKINGSBYDISTINGUISHINGTHEIMPORTANCEOFDIFFERENTQUALITYDIMENSIONS,WHILECONTROLLINGFORTHECOMMONKNOWLEDGEREGARDINGUNIVERSITYATTRACTIVENESSTOMYKNOWLEDGE,THISANALYSISISTHEFIRSTTOPROVIDEEVIDENCEREGARDINGTHEIMPORTANCEOFDIFFERENTRANKINGDIMENSIONSTHEINTERNATIONALLITERATURE,SOFAR,HASBEENLIMITEDTOTHEINFLUENCEOFTHEOVERALLRANKOFANUNIVERSITYTHEGERMANMULTIDIMENSIONALRANKINGOFTHECENTERFORHIGHEREDUCATIONDEVELOPMENTCHERANKING,HOWEVER,ALLOWSMETOSTUDYSEVERALQUALITYDIMENSIONSSEPARATELYTHEMAINQUALITYDIMENSIONSPUBLISHEDARERESEARCHREPUTATION,MENTORING,FACULTYINFRASTRUCTUREASWELLASARECOMMENDATIONBYPROFESSORSANDSTUDENTSANADDITIONALQUALITYINDICATORSTUDIEDISTHEEXCELLENCESTATUSAWARDEDBYTHEGERMANGOVERNMENTWITHINANEXCELLENCECOMPETITIONMYRESULTSTHUSPROVIDEADDITIONALKNOWLEDGEONWHICHQUALITYDIMENSIONSAREMOSTIMPORTANTFORTHEUNIVERSITYCHOICEOFPROSPECTIVESTUDENTSARANDOMUTILITYMODELEXPLAININGTHEAPPLICATIONDECISIONBYUNIVERSITYANDINDIVIDUALCHARACTERISTICSOFTHEAPPLICANTSISESTIMATEDUSINGACONDITIONALLOGITMODELDUETOTHEINCLUSIONOFUNIVERSITYFIXEDEFFECTS,ICANCONTROLFORTHETIMECONSTANT,COMMONKNOWLEDGEREGARDINGOVERALLUNIVERSITYATTRACTIVENESSAND,THEREFORE,IDENTIFICATIONRELIESSOLELYONTHEVARIATIONINRANKINGSANDEXCELLENCESTATUSOVERTIMETHEESTIMATES,THUS,REFLECTTHEEFFECTOFTHEDIFFERENTRANKINGINDICATORSONTOPOFTHETIMECONSTANT,OVERALLQUALITYASIDONOTCONTROLFORTHEQUALITYSCALEUNDERLYINGTHERANKING,THEEFFECTOFINTEREST,HOWEVER,ISNOTTHEPURESIGNALLINGEFFECTOFTHERANKINGBUTINDICATESTHESTUDENTS’REACTIONSTONEWINFOR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