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发布时间:2023-11-29 09:03:45   来源:文档文库   
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Afiniteelementmodelforindependentwireropecorewithdoublehelicalgeometrysubjectedtoaxialloads

CENGIZERDONMEZ1,andCERDEMIMRAK2

IstanbulTechnicalUniversity,InstituteofInformatics,ComputationalScienceandEngineeringProgram,34469Maslak,Istanbul,Turkey2IstanbulTechnicalUniversity,FacultyofMechanicalEngineering,34394Gumussuyu,Istanbul,Turkeye-mail:cerdonmez@gmail.com;imrak@itu.edu.tr

MSreceived27March2009;revised26March2010;accepted1June2010
Abstract.Duetothecomplexgeometryofwireswithinawirerope,itisdifficulttomodelandanalyseindependentwireropecoreaccurately(IWRC.Inthispaper,amorerealisticthree-dimensionalmodellingapproachandfiniteelementanalysisofwireropesareexplained.SinglehelicalgeometryisenoughtomodelsimplestraightstrandwhileIWRChasamorecomplexgeometrybyinclusionofdoublehelicalwiresinouterstrands.Takingtheadvantageofthedoublehelicalwires,three-dimensionalIWRCsmodellingisappliedforbothrightregularlayandlanglayIWRCs.Wire-bywirebasedresultsaregatheredbyusingtheproposedmodellingandanalysismethodundervariousloadingconditions.IllustrativeexamplesaregivenforthoseshowtheaccuracyandtherobustnessofthepresentFEanalysisschemewithconsideringfrictionalpropertiesandcontactinteractionsbetweenwires.FEanalysisresultsarecomparedwiththeanalyticalandavailabletestresultsandshowreasonableagreementwithasimplerandmorepracticalapproach.

Keywords.Wirestrand;independentwireropecore;doublehelices;wire-by-wireanalysis.
1.IntroductionOnthedesignofwireropes,asimplestraightstrandisusedasacorestrandanditiswoundbyouterstrandstocompletethewholegeometry.Independentwireropecore(IWRCisaspecialtypeofwirerope,whichcanbeusedinapplicationsandbecomesthecoreforsomeothertypesofropesknownasSealeIWRCorWarringtonIWRC.Largetensileforcestrengthofthewireropesisveryimportantinapplicationareaswhereinthesmallbendingandtorsionalstiffness.Ingeneral,twotypesoflayconstructionareusedinwireropestrands:regularlayandlanglay.Inregularlaywireropeconstructions,laydirectionsofthewireswithintheouterstrandareoppositeindirectiontothecorestrand.Inlanglaywireropeconstructions,ontheotherhand,thedirectionsofthewiresarethesameasthedirectionofthecorestrand.Underaxialloadingconditions,regularlaywireropestendtotightenupwhilelanglayropeshavethetendencytounwind;forthisreasonlanglayropesareusedonlywhen1

ropeendsarerestrainedfromrotating.WhenthewireropeisrununderlargelateralcompressiveloadsandwhenadditionalaxialloadingcapacityisrequiredIWRCsarepreferred(Velinsky1989.Wireropetheoryisbasedonawell-knownclassicaltreatiseonelasticitybyLove(1944andgeneralnonlinearequilibriumequationsarederivedandpresented.Itisfoundthatthefrictionlesstheoryiswidelyusedtosolveequilibriumequationsbecauseofthenonlinearbehaviourandthecomplexnatureofthewireropes.AlthoughconsiderableresearchstudieshavebeencarriedoutabouttheanalyticalsolutionsofIWRCsbyCostello&Sinha(1977,Costello(1990,Velinskyetal(1984,Velinsky(1985,Velinsky(1989,Jolicoeur&Cardou(1991,Elataetal(2004,Usabiaga&Pagalday(2008,alittleworkhasbeendoneusingthedoublehelicalgeometryandrealmodellingapproachesvianumericalanalysis.Alltheabove-mentionedanalyticalmodelstakesintoaccountasimplestraightstrandasbeingthemaincomponentformodellingIWRCandmorecomplexwireropesbyusingIWRC.AfrictionlesstheoryispresentedforthedeterminationofthestaticresponseofasimplestraightstrandinCostello&Sinha(1977whichwastheoneofthefirstanalyticalsolutionsusingthetheoryofLove(1944.Costello(1990hasalsopresentedthegeneralbehaviourofthewireropesindifferentaspectssuchasstaticresponseofreducedroperotation,simplifiedbendingtheoryforwirerope.AwireropewithcomplexcrosssectionsasaSealeIWRCisanalysedinamanner,whichwillpredicttheaxialstaticresponsebyVelinskyetal(1984.AgeneralnonlineartheorytoanalysecomplexwireropeisdevelopedasanextensionofthefrictionlessstrandtheoryofCostelloforaSealeIWRCbyVelinsky(1985.Wireropeswiththreetypesofcores:independentwireropecores(IWRC,fibre-core(FCandwirestrandcore(WSCareinvestigatedandVelinsky(1989developedadesignmethodologyformulti-laywirestrands.AnumberofanalyticalmodelsoftwistedwireropesunderaxisymmetricloadsarecomparedsimultaneouslywitheachotherandwiththetestresultsinJolicoeur&Cardou(1991.AmongthemPhillips&Costello’s(1985modelisremarkablewhichrepresentsexcellentcorrelationwiththeavailableexperimentalresultsintheliterature.Itisemphasizedthattheevaluationofthelocaleffectssuchasinterwireorinterlayerpressureandnonlinearbehaviourshouldbeundertakenwhilecomparingtomoreadvancedmodels.ComplexstructuressuchasIWRCaresolvedusingrodtheoryandthenonlinearequilibriumequationsofLove(1944bytakingthecorestrandasastraightwireandoutersixstrandsassixsinglehelicalwiresandassumingthewholesystemasasimplestraightstrandbyusinghomogenizationhypothesis.However,Elataetal(2004proposedanewmodelsimulatingthemechanicalresponseofawireropewithanIWRCforopensievesthatemulateawell-lubricatedrope,andclosedsievesthatemulateinfinitefrictionbetweenadjacentwires,whichfullyconsiderthedouble-helixconfigurationofindividualwireswithintheIWRC.Intheliterature,theadvantageofwire-by-wiremodellingapproachisintroducedonthebasisofthegeneralthinrodtheoryandcomparedwiththefibremodelsinUsabiaga&Pagalday(2008.MostofthetheoreticalanalysesoverIWRCsarereliedonsomekindofhomogenizationhypothesisexceptthe

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