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  1.introduction

  Researchachievementshavebeenincontactmechanicsoffracturingtechnologytofurtherenhancethedomesticlevel,controlproductioncosts,suchashigh-voltageswinghasmadeasignificantcontribution.tofurtherraisethecontactforcedistribution,weuseansyssimulationpackerseated,consideringnonlinearcontactproblemscharacteristicsandplastictubesealingseatwhentherubbermaterialofthepackerseatsealprocessnumericalsimulationanalysis,findcontactsneridistribution.

  2.contactmodelanalysisofthestressstate

  plastictubeaxialcompressivestressstate,radialexpansion.Researchbytheexpansionoftheinnerwallofthesteelsleeveplastictubeextrusionroleradialpressure,theuseofisolationmethod,aseparatestudyonsteelsleeve,steelsleeveinthespaceofstressstate,asshownbytheforceofthe

  innerwallofthesteelsleevecaseinFigure1.

  Figure1asteelsleeveinnerwallbytheforce.

  Fistheaxialpressure,piistheradialpressure,asteelsleeveinnerdiameter,outerdiameterisb,

  2.stressanalysisofthin-walledcylinder

  showninFigure1,weknowthatthestressdistributionisaxisymmetric.thus,theexpressionistotakethestresscomponents:

  a

  2b(1ln)2c,

  b(32ln)2c,(2-1)

  2

  0whereintheaboveformula,theradialstress,hoopstressandshearstress,a,b,cisaconstant.boundaryconditionsforthesleeve:

  ()a0,()b0

  (2-2)

  ()aqa,()bqb

  steelsleeveareonlysubjecttointernalpressureproblem,sotheanswerwegetlame

  b2

  qa(2-3)b2

  12ab2

  122qa…………………………………………(2-4)

  b1asincethesteelsleeveisaxiallysymmetricproblem,thecalculationofcircumferentialstrainwasanalyzedbythefollowingformula

  1

  z(2-5)

  e

  3.rubberdeformationtheoryfoundation

  stiffnessisdefined:

referstothedisplacementoftherubberinacertainrange,thepressureon(ortensilestrength)anditsdisplacementratiooftheamountofvariationiscalledstaticstiffness.becauserubberhassuchastaticstiffnesscharacteristics,variablecompressiondeformationcanrestoretheoriginalstate,radialaxialpressurecanoccuraftertheexpansion.

  F

  

  F3F2

  F1

  x1x2x3

  x

  Figure2Rubbercompressionload-displacementcurve

  therubberiscompressedtoarangeofthedisplacementamountafterthepressurewasslowlylifteduniformrelationshipbetweentherubberandtheamountofdisplacementoftheloadsufferedbythenon-linearrelationshipshowninFigure2,theexternalforcecanbeliftedbacktotheinitialpositionoftherubber,thereisnohysteresiswithrespecttothedisplacementoftheload.

  Fromtheabovetestscanbedrawn:

theuseofplastictubeaxialcompressivecontactforcetodothetesttrialstomeetassumptions.

  4.ansyssimulationanalysis

  usingansysmechanicalmodeloftheplastictubeincontactwiththesteeljacketforfiniteelementanalysis,thesteelsleevewallhoopstressstraindistribution.accordingtotheexperimentalmethodandtheloadcharacteristics,selectthreehollowplastictube,thepartitionring,fixedtubeandpipeastheresearchobject,createastructuralmodeloftheaxisofsymmetryshowninFigure3.

  acontactforceanalysismodelbjacketwallstressmodel

  Figure3mechanicalmodeltobuild

  plastictubeandsteelcasingforanalysismodel,thediagramshowninFigurea,axialcompressioncones,plasticsqueezetuberadialexpansionpipewall,pipedeformation,therebymeasurethecontactstress.Figurebisadeformationofthecasingaftertheforcediagram,thespacerringcontact

  areawithoutpower,plastictubeextrusionseverelydeformedparts.

  (ei期刊模板)Figure4initialplastictubewithcasingseatsealcontactpressuredistribution

  Figure5plastictubeaxialcompressiondeformationmaps

  plastictubeunderaxialcompressionp=100mparoleinaxialcompressionconesshowninFigure5.

  ascanbeseenfromFigure5,theplastictubewhentheaxialpressurereaches100mpa,thecompressiondistanceofthreeplastictube61mm,atthistimearethethreeplastictubeandthesteelinnerwallofthesleeveintocontacttovaryingdegrees,whereintheplastictubeandsteelsetsthemaximumcontactpressure,thevalueof102mpa.

  thecalculationresultsareshowninthreedifferentconditionsareshownintable1.

  changeofthethreecartridges.

  80mpacontactpressureconditionschange100mpacontactpressureconditionschange

  Figure6

  thegreateststrain,thepressureonthetopconeslargest,moredownsmaller;

inconesandconessufferedunderpressuremainlyinthemiddleoftheplastictube,plastictubeinwhichthecompressionratioconesbigger.thisincreasestheaxialpressuredistribution,showingmoreobvious.5.conclusions

  plasticcylinderwithsteelsleevecontactstressanalysisforthesongtothedistribution,thelowestendofthemaximumcontactstress,andmainlyfortheplasticmiddle,followedbythemiddleoftheplasticbarrel,distributionshowedadecreasing.References

  [1]lubinski,a.,althouse,w.s.,logan,j.l.helicalbucklingoftubingsealedinpackers[j].jpt,20xx,14(3):

pp655-670.

  [2]hammerlindl,d.l.movement,Forcesandstressesassociatedwithcombinationtubingstringssealedinpackers[j].pet,20xx,29

(1):

pp195-208.

  [3]hammerlindl,d.j.basicFluidandpressureForcesonoilwelltubular[j].j.pet.tech.,20xx,32(3):

pp153-159.

  [4]hammerlindl,d.j.packer-to-tubingForcesforintermediatepackers[j].j.pet.tech.,20xx,32

(2):

pp515-527.

  [5]cheatham,j.b.,pattillo,p.d.helicalpostbucklingconfigurationofaweightlesscolumnundertheactionofanaxialload[j].spe,j.20xx,(4):

pp467-472.

  篇二:

ei收录期刊

  篇三:

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pleasedonotalterthem.youmaynotepeculiarities.Forexample,theheadmargininthistemplatemeasuresproportionatelymorethaniscustomary.thismeasurementandothersaredeliberate,usingspecificationsthatanticipateyourpaperasonepartoftheentireproceedings,andnotasanindependentdocument.pleasedonotreviseanyofthecurrentdesignations.

  identifyapplicablesponsor/shere.ifnosponsors,deletethistextbox(sponsors).

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  beforeyoubegintoformatyourpaper,firstwriteandsavethecontentasaseparatetextfile.keepyourtextandgraphicfilesseparateuntilafterthetexthasbeenformattedandstyled.donotusehardtabs,andlimituseofhardreturnstoonlyonereturnattheendofaparagraph.donotaddanykindofpaginationanywhereinthepaper.donotnumbertextheads-thetemplatewilldothatforyou.

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  useeithersi(mks)orcgsasprimaryunits.(siunitsareencouraged.)englishunitsmaybeusedassecondaryunits(inparentheses).anexceptionwouldbetheuseofenglishunitsasidentifiersintrade,suchas“3.5-inchdiskdrive.”avoidcombiningsiandcgsunits,suchascurrentinamperesandmagneticfieldinoersteds.thisoftenleadstoconfusionbecauseequationsdonotbalancedimensionally.ifyoumustusemixedunits,clearlystatetheunitsforeachquantitythatyouuseinanequation.donotmixcompletespellingsandabbreviationsofunits:

“webers/m2.“wb/m2”spellunitswhentheyappearintext:

”or“weberspersquaremeter,”“not...afewheies,”not“...afewh.”useazerobeforedecimalpoints:

“cm3,”not“cc.”(bulletlist)“0.25,”not“.25.”usec.equations

  theequationsareanexceptiontotheprescribedspecificationsofthistemplate.youwillneedtodeterminewhetherornotyourequationshouldbetypedusingeitherthe

  timesnewRomanorthesymbolfont(pleasenootherfont).tocreatemultileveledequations,itmaybenecessarytotreattheequationasagraphicandinsertitintothetextafteryourpaperisstyled.

  numberequationsconsecutively.equationnumbers,withinparentheses,aretopositionflushright,asin

(1),usingarighttabstop.tomakeyourequationsmorecompact,youmayusethesolidus(/),theexpfunction,orappropriateexponents.italicizeRomansymbolsforquantitiesandvariables,butnotgreeksymbols.usealongdashratherthanahyphenforami

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