NASA NACA-TN-1174-1947 The application of high-temperature strain gages to the measurements of vibratory stresses in gas-turbine buckets《高温应变计对气体涡轮机叶片中振动性应力测量的应用》.pdf
《NASA NACA-TN-1174-1947 The application of high-temperature strain gages to the measurements of vibratory stresses in gas-turbine buckets《高温应变计对气体涡轮机叶片中振动性应力测量的应用》.pdf》由会员分享,可在线阅读,更多相关《NASA NACA-TN-1174-1947 The application of high-temperature strain gages to the measurements of vibratory stresses in gas-turbine buckets《高温应变计对气体涡轮机叶片中振动性应力测量的应用》.pdf(30页珍藏版)》请在麦多课文档分享上搜索。
1、I I.r. ., .,.-a: -1 ., ,i * r: a71. I ,1,. ,III.Iz!” J c)d1,Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-.-” ,.- a*.THEAPPLICATIONOFHIGE-TEMPERATURESTRAINGAGESTOTHEByR.H.NT OFRATORY STR33S5ES .INGAS-TURBINEBUCKRTSKemp,W.C.Mcn?gan,andS.S.Ma.nmnL5UM
2、MARY -Thefeasibilityofmeasuringthevibrationinthebucketsofatheturbineswereoperatedatfullloadoverspeedsrangingfrom5000to20,000rpmandallvibrationphenomenawereobservedandrecorded,RESULTSMD DISCUSSIONThetestonthestandardturbinewheelwasintendedasachecktoverifythepremisethata.strain-gawhereae,duringtheperi
3、odwhenthebucketispassingthecoverednozzles,thepressurereducestonearlyzero.Ifthefrequencyofpressurefluctuationoranyharmonicthereofcoincideswiththenaturalfrequencyofthebucket,thebucketwould%eexcitedintoresonantvibration.A Fourierand.ysisofthepres-surediagramindicatesthatatanyresonancethenaturalfrequenc
4、yofthebucketwouldbeanintegralmultipleoftheturbinerotationalfrequency.Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-m TNNO.1174 .Theresultspresentedwereohtalnedwithstraingaqescementedw?.thSav.ere”lsenNo.78cemsnt. wThe testEtherupturewaslocatedimmedi
5、atelyabovethegageposition.Inallcasesthevibratorystrainsignalwasclearandfreeofforeigninterferencesuchasslip-ringeffects.SUMMARYOFRESUZTSThesatisfactorydetectionenddeterminationofvibratorystressesona testsetupatactualspecimentemperaturesupto1500Fhasbeenaccomplishedbymeansofahigh-temperaturewiretrainga
6、ge.Thestraingagewasalsoappliedsatisfactorilyongas-turbinebucketsoperatingatspeedsencounteredinactualserviceandata nozzh:bxinlettemperatureof1505F.Thestrainsignalsfromthestraingagescementedto.thebucketsweretransmittedfreeofanyinter-ferencetothemeasuringinstrumentsthrougltisliprings.AircraftEngineRese
7、archLaboratory,NationalAdvisoryCommitteeforAeronauticsjCleveland,Ohio,February14,3947.Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-.8NACATNNO.1174M?PENDIXA .CONEH!RUCJUIONANDCALIBI#IONOFHIGEZEWERATUREmm GAGEConstructionMaterials.-Theobjectivefnthe
8、developnentiofthehlgh-.temperaturestraingagewastodeterminea suitablewire,wireform,andcementthatwouldpermitthemeasurentofvibratorystressesingas-turbinebucketssubjectedtogastemperaturesintheneh-borhoodof1500F, A largenumberofcomhlnationsafwireeandcementswastested;ofthese,Nichro?neV tirewoundonawovengl
9、ass-tapeformandcementedwitheitixrSaueieenNo.1orSauereisenNo.78cementiprovedtob%themosteatiefactorycombina- Vtionstodate.Methodofconstruction.-Thestrain-sensitivefilamentispre-paredbyreatstancdlead wirestotheendsofa 120-ohmlengthofO.001-inch-diameterNichrmeV wire.Bpendinguponthespoclftcrequlremmts,ei
10、therO.010-inch-diameterNichromeV wireorO.OIO-lnch-diameternickelwireieusedfortheloadwires.TheNlchrm!mV leadwireispreferablebecauseofItssuperiorhigh-temperaturecharac-teristicsbutwhenlongleadsarerequiredthelowerresistancenlclwireisused.Whengagelengthsofone-fouhowever,combinationsazztipssible.itisreco
11、mmendedthatthefor15minutesforreasonsA dynemiccalibrationthecyclesarenotcriticalandotherForapplicationwiththeNo.1 cementmountedstraingagebebakedatZ400Fthataresubsequentlydiscussed.Calibrationwasmadetodeterminetheeffectoftemmor-atureugmnthestrainsensitivityofthehigh-temperaturestraintherefore,equation
12、(2)maybeconsideredsufficientlyacurateforpracticalpurposes.thedroppingresistor this$XQdysShasbeenconsideredequaltothestrainG=whenthecircuitsoffigure9(c)weretested,thestraingagesfailedatapproximately1200F. Inspectionofthecircuitsshowsthatthefailuresoccurredwhentheaveragepotentfalofthestrain-sensitivef
13、flamentwasnegativewithresecttothetestspeclneh(ground)I didnotoccurwhentheaveragepotentfalwas&asitivewithrespecttothetestscimen.Operationthoutcircuitgrounding(fig.9(b)wassuccessfulrege,rdiessofthebatterypolarity.Thecorrosionmaybeexplainedbycomparingittoanelectro-lyticeffectinwhichthestrain-sensitivef
14、ilamentandthetestspecimenactaetheelectrodewhereastheSauereisencementactsastheelectrolyteattheelevatedtcmporatures.Theequivalentcircuitisillustratedinfigure10,whichshowsboththecorrectmethodofconnectingthecirouit(fig.10(a)andtheincorrectmethod(fig.10(b).Wheatstone-bridgacircuits,commoninstrain-gagecir
15、cuitsinvolvingtheuse ofsliprings,mustlilm-wisebesoarrangedthattheaveragepotentialofthestraingageispositivewithrespecttothetestsurface.Thevariationoftheresistancewithtemperatureofthehigh-temp&atureutraingagesfabricatedwithNichromeV wireisshowninfigure11. Itisnotedthatduringthefirsthalfofcycle1 anProv
16、ided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-12 l?ACATNNO.1174-increaseintheresistanceofaproximately17percentIsobtained_Ulwncompletionofcyole1 (returntoroomtemperature)theresic3t-ancewasfoundtoreturntoa valueapproxmately12percenthigherthantheoriginal.
17、Insubsequentheat3.ngandcoollngcyolesthetrendo?thesecondhalfofcycle1 1retainedalnwninfig-urellbycycle2.Thestrainsensitivitiesofthestraingagesatelevated.tem-peratureswereplottedastheratioofthesensitivityfac”torattheelevatedtemperaturetothesensitivityfactoratroomtemperature.Thismthodprovidesameansofcom
18、paringthestrainsensitivitiesatelevatedtemeraturesofmr3.ousstrain&agesthathavedifferentroom-temperaturestraineenflitivitiee.Thestrain-sensitivityfactorsatroomtemperatureoftheform-w&ndstraingagestestedwere1.75*1Opercent.Ifthegagefactorina specificapplicationcannotbemeasured,a valueof1.75isreccvmmmdedf
19、ora form-woundgage.Theeffectoftemratureuponthestrain-sensitivityfactorofatypicalNichrozueV filament-typestraingage(withoutwfndingform)cementedwithSauereisenNo.1 iEIshowninfigure12. A relativelyconstantsensitivityfactorwasobtainedupto15000F andsubsequenttempera-turecyclinghadnoeffectupontheuniforrgit
20、yofthemsnsittvityfactor.Atroomtemperature,theaveragesensitivityfactorwas2.05wtthavariationfromgagetogageofapproximately45pefomt.Gagescement-edwlthSauemlsenNo.78jxmentgavequantitativelysimilarresults.Thevariationoftheratioofstrati-sensitivityfactors 51%withtemperatureforstraingagescementedwithSauerel
21、senNo.78cementIsshownfnfigure13. Twocompletaheat+fngandcoollngcyclesareshownwitha temperaturerangefromroohtemperatureto15000F,Thefmnsitvityfactorissensiblystabieandreproduciblethroughouttheheatingendcoolingcycles.Thewaveformofthestratn-agesignalduringtestingwasequallyasgoodat1500F asItwasatroomtempe
22、ra-ture.Thevariationof / withtemperatureforforq-womdstraingagesCementedwithSauereisenNo.1 isshowninfigure14. Aeharpriseoccursduringthefirstincreaseintemperatureatapproximately130 F butwhencooledthisrisedisappears.ForthisreasonjItisrecommendedthatthespecimensuponwhichstraingagesarecenentedwith$auerei
23、senNo.1bepreheatedtoappnxi?mtely14000F fora shorttmebeforeactualtesting.TheVariattinol?thestrainsensitivitiesduringsubsequentheatfngandcoolingcycleswillbesubstantiallythesame.Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-,8.9NACATNNo. Z74 . 13There
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