欢迎来到麦多课文档分享! | 帮助中心 海量文档,免费浏览,给你所需,享你所想!
麦多课文档分享
全部分类
  • 标准规范>
  • 教学课件>
  • 考试资料>
  • 办公文档>
  • 学术论文>
  • 行业资料>
  • 易语言源码>
  • ImageVerifierCode 换一换
    首页 麦多课文档分享 > 资源分类 > PDF文档下载
    分享到微信 分享到微博 分享到QQ空间

    NASA NACA-TN-2924-1953 Combined-stress fatigue strength of 76S-T61 aluminum alloy with superimposed mean stresses and corrections for yielding《带有叠加平均应力和可缩性更正的76S-T61铝合金的联合应力疲劳强度》.pdf

    • 资源ID:836291       资源大小:1.81MB        全文页数:91页
    • 资源格式: PDF        下载积分:10000积分
    快捷下载 游客一键下载
    账号登录下载
    微信登录下载
    二维码
    微信扫一扫登录
    下载资源需要10000积分(如需开发票,请勿充值!)
    邮箱/手机:
    温馨提示:
    如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
    如需开发票,请勿充值!如填写123,账号就是123,密码也是123。
    支付方式: 支付宝扫码支付    微信扫码支付   
    验证码:   换一换

    加入VIP,交流精品资源
     
    账号:
    密码:
    验证码:   换一换
      忘记密码?
        
    友情提示
    2、PDF文件下载后,可能会被浏览器默认打开,此种情况可以点击浏览器菜单,保存网页到桌面,就可以正常下载了。
    3、本站不支持迅雷下载,请使用电脑自带的IE浏览器,或者360浏览器、谷歌浏览器下载即可。
    4、本站资源下载后的文档和图纸-无水印,预览文档经过压缩,下载后原文更清晰。
    5、试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。

    NASA NACA-TN-2924-1953 Combined-stress fatigue strength of 76S-T61 aluminum alloy with superimposed mean stresses and corrections for yielding《带有叠加平均应力和可缩性更正的76S-T61铝合金的联合应力疲劳强度》.pdf

    1、mO=gIFmEmNATIONALADVISORYCOMMITTEEFORAERONAUTICS -e=90 fortwistingonly)shearstressatpointofhigheststressoctahedralshearstressjoiningpointofspecimen;seeforbendinginspecimensfatiguefatigueappliedbendinglimitstrengthinbendingstrengthintorsionbendingmomentmomentwhenmaximumstrainisatproportionalslopeofdi

    2、mensionlessstress-straincurveaboveproportionallimitformattheresultingbendingortwistingstressescausedbyanisotropywillbelinearflmctionsofthenominalbendingortwistingstresses,respectively;andtheresultingbendingandtwistingstresseswillbethesamefunctionsofthenominalstressesregardlessofthecombinationofbendi

    3、ngandtwistingemployed.Undertheseconditionsonecanthenreexaminealloftherationaltheoriesofinelasticaction(whichrequirespecificvaluesoftheratiob/t)bymultiplyingthenominaltwistingstressT byacorrec-tionconstantforeachmaterialsuchthattheresultingequationsatisfiestheconditionsforpurebendingandpuretwisting.A

    4、 correc-tionconstantcouldhavebeenappliedtothebendingstressinsteadoftothetwistingstressortobothstresses;theresultwouldhavebeenthesame.Forexample,thetheoryofalimitingprincipalshearingstressmaybewrittenforcombinedbendingandtorsionasfollows:Thisequationrequiresthatb/t=2, asisshownbytionforthecasesofpure

    5、bendingandpuretorsion.accordancewiththeabovesuggestionsonecancorrectmultiplyingeveryvaluewherebl and tl areof T introducedinequation.(5)solvingtheequa-Thereforeinforanisotropyby- “- -(5)by bl/2tlthemeasuredvalues of thefatiguestrengthin .Provided by IHSNot for ResaleNo reproduction or networking per

    6、mitted without license from IHS-,-,-:Q NACATN2924 25. bendingandintorsion,respectively.Thenuniberofcyclesforwhichhland tl aredeterminedarethesameasthenuniberwhichereexpectedtoproducefailureunderthegivenvaluesof u and T. Iftheadjusted. valueT1=b17/2t1issubstitutedinequationresults:(5)thefollowingequa

    7、tion()b12T2=t (6)Thisequationmayberationalizedandrewrittenas(7)theellipse-quadrantequation(seetableIII)bqwhichisidenticalwith. sinceforpuretwistinga71fromwhich._Thustheellipsequadrantmaybeconsideredtobearationalizedequationforthelimitingprincipalshesringstresswithacorrectionforanisotropyapplicablefo

    8、rthesyecialtypeoftestingandorienta-tionofspecimensconsidered.Ofcourse,proofoftheeffectofsni-sotropymustbesoughtbeforethevalidityofthea%oveexplanationmaybedemonstrated.Inasimilarwaythiscorrectionmaybeappliedtotheotherrationaltheoriesoffailure.Thevaluesof b/t requiredbythesetheoriesandtheresultingequa

    9、tionsaregivenintableIII.Itissignificanttonotethattheequationsforsixofthesetheories,whenrationalized,sreidenticaltotheempiricalequationproposedbyGough-theellipse-quadrantequation.Thesixtheoriesare:.(1)Principalshearstress(2)Principalshearstrain(3) tiergyofdistortion(4)OctahedralshearstressProvided by

    10、 IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-26 NACATN2924(5)Totalenergyofdeformation.:(6)Magnitudeofstate-of-stressvectorThetheorieswhoserationalizedequations(withcorrectionforanisotropy)differfromtheellipsequadrantare:(1)Principalstress(2)PrincipalstrainEF

    11、FECTOFMEANSTRESSANDSTATEOFSTISSCONSIDERINGANISOTROPYMeanStressSincesixofthetheoriesareidenticalinform(withinthestatesofstresscoveredbycombinedbendingandfbrsion)whencorrectedforanisotropythecurvesforonlyoneofthesixneedtobeplotted.Thetheoryofalimitingprincipalshearstresswasselectedbecauseofitspossibil

    12、itiesasshownbythereviewoftheliteratureandbecauseoftheconsiderationsdiscussedinthenextsection.Theeffectofmeanstressisshowninfigures32to34fortheprincipal-shear-stresstheorywithcorrectionforanisotropy.Thevaluesof b and t usedincorrectingforbothalternatingandmeanstresseswerethevaluesofthebendingandtwist

    13、ingfatiguestrehgths,respectively,atzeromeanstressandthegivennumberof-cycles.Thereisnoreasontothinkthatthevaluesof b and t areanymoreaccuratethanthefatiguestrengthatanycombinationofbendingandtwisting.Thusacertainlatitudecommensuratewiththescatterofthedatamightbeallowedinthevalueof b/t usedincorrectin

    14、gforanisotropyifindicatedbythetrendofdataforcombinedbendingandtorsion. -.Thedisagreementwhichexistsinfigures32and34betweentheeldstrengthandthemaximumstressbeyondwhichthefatiguestrength - decreasesmarkedlymaybetheresultofcorrectingboththefatigue-strengthandmean-stressvaluesforanisotropy.Anexcellentco

    15、rrelationwasobservedbetweentheyieldstrengthsfromstatictestsandresultspredictedbytheprincipal-sheartheoryasmentionedearlier.Thissuggeststhattheoriginalmaterialmayhavebeennemlyisotropicasfarasgeneralyieldingisconcernedandthatthematerialmayhavebeenaaisotropiconlyatthelevelofthelocalizedactionwhichiniti

    16、atesfatiguefailure.Ifthisisthecasethenthecorrectionforanisotropyshouldhavebeenappliedonlytothealternatingcomponentsofthestress.Thisrevisiondoesnotaffectthediagramforbending,figure32,butdoesaffectfigures33and34. ThereviseddiagrsmfortorsionisshowninProvided by IHSNot for ResaleNo reproduction or netwo

    17、rking permitted without license from IHS-,-,-NACATN2924 27. figure35. Theapparenteffectofyieldingonthefatiguestrengthresultingfromahighmeanstressisinbetteragreementwithstaticyieldinginfigure35.ThesamereasoningwhenappliedtotheGuesttheoryhadasimilarresultalthoughtheagreementwasnotsofavorable.Themagnit

    18、udeofthecorrectionforyieldinganditseffectonthediagramofsmplitudeofstressagainstmeanstressareillustratedinfigures32snd34 in whichbothcorrectedanduncorrectedvaluesareplotted.StateofStressatDifferentMeanStressesFromordinatesatfourvaluesofmeanstressindiagramssuchasfigure35andfromthedataatotherstatesofst

    19、ressforzeromeanstress,diagramsshowingtheeffectofstateofstresswereconstructedasshowninfigure36forthetheoryofa limitingvalueofprincipalshearstress(withacorrectionforanisotrophyappliedtothealter-natingstress).Anexaminationoffigure36r”Tedthatthistheoryisacloserrepresentationofthetestdatathan therconside

    20、red,withthepossibleexceptionofGuesttslaw.Itshouldberecalled,however,thatthealternatingvaluesarethesame,exceptforaconstantfactor,forsixofthetheories-notjusttheshear-stresstheory.Thedia-gramsformeanstressesabovezeroare,however,dependentontheshear-stresstheory(orshear-straintheory,whichisidentical)sinc

    21、ethemeanstressdoesnotcontainacorrectionforanisotropy.Theprincipal-stresstheoryandprincipal-straintheorywithcorrec-tionforanisotropywerealsoconsideredforzeromeanstress.Theagreementwiththetestdatawasnotnearlysogoodasfortheprincipal-shesr-stresstheorycorrectedforanisotropy.Theeffectofthecorrectionforyi

    22、eldingisindicatedinfigure36byshowingtheordinatestoboththecorrectedanduncorrectedcurvesofalternatingagainstmeanstress.Whenthecorrectionsforanisotrophyandthedataforallstatesofconibinedstress,allvaluesofmeanstress,andallcyclestofailurewereconsidered,thetheoriesoffatiguefailurewerefoundtohavethefol-lowi

    23、ngorderofmerit(wherethefirsttheoryrepresentsthetestdatatheclosest):(1)(2)(3)(4)(5)Principalshearstress(principalshearstrain,etc.)correctedforanisotrophyCompleteGuestlawPrincipalstraincorrectedforanisotrophyMagnitudeofstate-of-stressvectorTotalstrainenergyProvided by IHSNot for ResaleNo reproduction

    24、or networking permitted without license from IHS-,-,-28 NACATN2924ENERGYANDOTHERCONSIDERATIONS sOfthesixtheorieswhoseequations_orendg.andtorsionbecome widenticalwhencorrectedforisotropytwoarebasedonanenergycon-cept.Also,evenwithoutcorrectionforenisotropy,energytheoriesrankhighintheorderoftherational

    25、theories(seesectionentitled .-“EffectofStateofStress”).EnergyasaScalarThereareanumberofobservationswhichseemincompatiblewithenergyconcepts.Energyisascalarqusmt”itysothatthecharacteristicsofstrainenergyareindependentoforientationoftheprincipalstressesrelativetothematerial.Thusanisotropyinthematerials

    26、houldnotaffecttheresultsoffatiguetestsofspecimenshavingdifferentorien-tationsifenergyisthecriterionoffatiguefailure.However,datareferredtointhesectionentitled“Data-onIsotropyinFatigueofMetals”indicatethatorientationprobablyaffectstheresultsoffatiguetests.Microscopicstudieshaveindicatedthatslipbandsa

    27、representinthevicinityoffatiguecracksandthattheyprobablyprecedeactual .-.-fatiguecracks.Thisbeingthecase,theorientationofstress(orforces)wouldseemtobeanimportantfactorintheoriginoffatigue wcracking.Thusonemightquestionwhetherascalarquantitysuchasenergycouldbeacontrollingfactor.IthasbeensuggestedbyFo

    28、wler(inaprivatediscussion)thatenergytheoriesmightbetestedifonecoulddeviseameansofmaintainingthestateandintensityofstressconstant-inaspecimen(nofluctuationinstress)sndfluctuatetheorientationoftheprincipalstressaxeswithrespecttothespecimen.Fatiguefracturemightormightnotoccurathighstresses,accordingtow

    29、hetherorientakio-io-fs-tressingisorisnotafactorinthefatiguephenomena.It.seemstothewriterthatfatiguewouldveryprobablyoccur.Suchatestmightbeaccomplishedbyusingadiskasaspecimen.Thediskshouldhaveaheavyrimandbedishedonbothsidessothatwhenloadeddiametrallytherewouldbeasectionofuniformhighstressinthecenterw

    30、hosestateofstresswasbiaxial(anunequaltensionandcompression).Ifthediskisloadedthroughrollerssndrotatedunderloadthestrainenergyinthehigh-stressportionofthediskwouldremainconstantbuttheprincipalstressdirectionswouldrotatewithrespecttothedisk.Insuchatestifeitherthestateofstressorthematerialis .isotropic

    31、nothingshouldhappen,butifbothereanisotropicitshouldbepossibletoproducefatiguefracture.Thisshouldbetrueeven .thoughthematerialis statisticallyisotropicsincefatiguefractureoriginatesfromphenomenaoccurring in individualgrains,whoseproper-tiesme knowntobeanisotropic.Provided by IHSNot for ResaleNo repro

    32、duction or networking permitted without license from IHS-,-,-NACATN292 29. Inviewoftheaboveitwouldseemthat correctionofanisotropictheorysuchasanenergytheoryforanisotropyismeaningless.This. leadsonetosuspectthatenergytheoriesarenotapplicabletothisproblem,orthattheconceptofenergyasascalarmustbemodifie

    33、d.StrainEnerandMeanStressAnotherdifficultyarisesintryingtoapplytheenergytheorytotheproblemwhenthemeanstressisnotzero.Thevariationofstrainenergywithtimewhencalculatdfromstressesmustbebasedonthevariationofthetotalstress,notonthevariationofcomponentssuchasalternatingandmeanstress.Residualstressesmustal

    34、sobeaddedtotheappliedstressesbeforecalculatingtheenergy.Ifthisisnotdonelsrgeerrorsinenergywillresultsincestressesaresquaredincomputingthestrainenergy.Thusdiagramssuchasfigures26to28inwhichthealternatingandmeantotalenergiesarecomputeddirectlyfromthealternatingandmeanstresses,respectively,donotpresent

    35、thecor-rectrelationbetweenthecomponentsofenergy.Anattempttopresentamoreaccuratepictureoftheenergyrelation. distlosesthefollowingdifficulties:(1) Whentheminimumstressofthecycleisofthesamesignasthemaximumstressthereisnodifficultyotherthanthattheenergycycleisnotsinusoidalasthestresscyclewas.Themaximume

    36、nergyiscalcu-latedfromthemaximumstressandtheminimumenergyfromtheminimumstress.Thealternatingandmeanenergiesarecalculatedashalfthedifferenceandhalfthesumofthesemaximumsandminimums.(2)Sinceenergyisascalsxandalwayspositiveacompletelyreversedsinusoidalcycleofstresswillproducenotacompletelyreversedcycleo

    37、fstrainenergybutacycleofenergyvaryingfromzero(atzerostress)toamaximum(atbothmaximumandminimumstress)whichisnotsinusoidalandhasafrequencytwicethefrequencyofthestresscycle.Thusthetotalnumberofenergycyclessustainedbeforefractureistwicethetotalnuniberofstresscyclessustained.Thesefactshavenotbeendiscusse

    38、d(asfarasislmown)inpreviousstudiesofenergytheoriesoffailureappliedtofatigue.(3)men thestressduringthecycleispartlyofonesignbutnmstlyoftheoppositesign,theenergycycleconsistsoftwoalternatepulsesofthesamesignbutdifferentmagnitude.Thefrequencyofthelargerpulseisthesameasthatofthestresscycle.Whentheabovef

    39、actorsaretakenintoaccountanewdiagramrepre- ._sentingtheactualalternatingenergyagainstactualmeanenergymaybeconstructedasshowninfigure37.Thisisaccomplishedby(a)computingthealternatingandmeanenergiesasdescribedinitem(1)above,Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-


    注意事项

    本文(NASA NACA-TN-2924-1953 Combined-stress fatigue strength of 76S-T61 aluminum alloy with superimposed mean stresses and corrections for yielding《带有叠加平均应力和可缩性更正的76S-T61铝合金的联合应力疲劳强度》.pdf)为本站会员(lawfemale396)主动上传,麦多课文档分享仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文档分享(点击联系客服),我们立即给予删除!




    关于我们 - 网站声明 - 网站地图 - 资源地图 - 友情链接 - 网站客服 - 联系我们

    copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
    备案/许可证编号:苏ICP备17064731号-1 

    收起
    展开