




版權(quán)說(shuō)明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡(jiǎn)介
Chapter9Springs
9.1TypesandCharacteristicsofSprings9.2PotentialFailureModes9.3SpringMaterials
9.4AxiallyLoadedHelical-CoilSprings;Stress9.5DeflectionandSpringRate9.6BucklingAnalysisofHelicalCompressionSprings9.7ProcedureandGeneralGuidelinesforSpringDesignChapter9Springs9.11
9.1TypesandCharacteristicsofSpringsSpringsmaybebroadlydefinedasstructuresordevicesthatexhibitelasticdeformationwhenloaded,andrecovertheirinitialconfigurationwhentheloadisremoved.Usuallythetermspringdenotesaresilientdevicespeciallyconfiguredtoexertdesiredforcesortorques,toprovideflexibility,ortostorepotentialenergyofstrainforreleaseatalatertime.Springsincludehelicallycoiledwireloadedbyaforcealongtheaxisofthehelixorbytorsionalmomentsabouttheaxisofthehelix,thinflatbeamsloadedinbending,androundbarsortubesloadedintorsion.9.1TypesandCharacteristics2Thecommonlyusedmechanicalspringshelical-coilspringsspiraltorsionspringMultileafspringsRubberspringsPneumaticspringsringspringBellevillewashers(coned-disksprings)Thecommonlyusedmechanica3Chapter11-Worm-Gears-機(jī)械零件設(shè)計(jì)英文PPT全套教案4Chapter11-Worm-Gears-機(jī)械零件設(shè)計(jì)英文PPT全套教案5MusicwireOil-temperedsteelvalvespringwireOil-temperedsteelspringwireHard-drawnsteelwireAlloysteelwireStainless-steelwireBerylliumcopperwireNickelalloywireSpringwirematerialsthatarewidelyusedMusicwireSpringwiremateria6Strengthpropertiesofmanymaterialsarestronglysizedependent,ultimatestrengthpropertiesformanyofthesematerialsmaybecloselyapproximatedbytheempiricalexpression
Sut=Bda(9-1)whereSut
=ultimatestrengthintension
d=wirediameter
a=exponent
B=coefficientTheexponentaandcoefficientBmaybeevaluatedforfiveofthematerials,asshowninTable9.1.Strengthpropertiesofmanyma7
9.4AxiallyLoadedHelical-CoilSprings;StressThedesignofhelical-coilspringsinvolvesselectionofamaterial,anddeterminationofthewirediameter,d,meancoilradius,R,numberofactivecoils,N,andotherspringparameters(seeFigure9.2)sothatthedesiredforce-deflectionresponseisobtained,withoutexceedingthedesignstressunderthemostsevereoperatingconditions.9.4AxiallyLoadedHelic8Foropen-coilaxiallyloadedhelicalsprings
Theprimarystressdevelopedinthewireistorsion,whethertheloadproducesextensionorcompression.Thefreebodythatresultswhenasectioniscutthroughthehelicallycoiledbar,asshowninFigure(b),indicatesthatthebarexperiencesatorsionalmomentT=FR,andinaddition,atransverseshearforceF.Foropen-coilaxiallyloadedh9TorsionalshearingstressesThetorsionalshearingstressesinducedinthewirearetheprimarystresses,buttransverseshearingstressesinhelical-coilspringsareimportantenoughtoconsider.Themaximumtorsionalshearingstressoverthesurfaceofthewireis
Thetransverseshearingstresshasbeenshowntoreachamaximumvalueatthemidheightofthewirecrosssection,andtohavethemagnitudeTorsionalshearingstressesThe10Becauseofcoilcurvature,aslightlylargershearingstrainisproduced(bythetorsion)attheinner(shorter)fiberofthecoilthanattheouter(longer)fiber,inducingaslightlyhighertorsionalshearingstressattheinnerfiber.Thisstress-increasingcurvaturefactor,Kc,maybeestimatedas
wherethespringindex,c,isdefinedtobe
CurvatureeffectBecauseofcoilcurvature,as11Themaximumshearingstressoccursatthemid-heightofthewireattheinnercoilradius,andmaybeestimatedby:
ThemaximumshearingstressFormostsprings,cwillrangefrom4to12.
Themaximumshearingstressoc12Theendloopsofhelical-coilextensionspringsmustbeseparatelyanalyzedbecausestressconcentrationatthepointwheretheendloopis"bentup"[seeFigure9.4(b)],andattheinnerradiusofthehook[seeFigure9.4(a)].StressconcentrationeffectattheendloopTheendloopsofhelical-coil13
9.5DeflectionandSpringRateAxialdeflectionofahelical-coilspringunderaxialloadmaybefoundbyfirstdeterminingthemagnitudeoftherelativeangularrotationbetweentwoadjacentcrosssectionsofthewire,spacedadistancedLapart,producedbyanappliedtorqueT=FR.9.5Deflectio14ThetotalaxialdeflectionandthespringrateExtendingtheresultsforthesmallsegmenttotheentireflexiblespring,wecanobtainthetotalaxialdeflectionandthespringrate,respectively:Thetotalaxialdeflectionand15Forhelical-coilcompressionsprings,Nt,isdeterminedbyaddingthenumberofinactivecoils,Ni,tothenumberofactivecoilsN,toobtainFigure9.6givesthenumberofinactivecoilsassociatedwitheachofthemorecommonendconditionsusedforhelical-coilcompressionsprings.Endcoilconfigurationinfluences
onoverallspringflexibilityForhelical-coilcompressions16Forthecaseofextensionsprings,theendloopscontributeadditionalelasticitytothesprings,dependingupontheend-loopconfiguration.Theeffectivenumberofactivecoils,N,isobtainedbyaddingtheequivalentcoilsforbothendloops,Ne,tothenumberofcoilsinthelengthovercoils,Nc,toobtainN=Nc+Ne
Forthecaseofextensionspri17Helical-coilspringsloadedincompressionwillbuckleifaxialdeflectionsbecometoolarge.Equationsforpredictionofcriticalbucklingdeflection,ycr,developedinamannersimilartocolumn-bucklingequations,maybeexpressedintermsoffreelengthLy,meancoilradiusR,andthemethodofconstrainingtheendsofthespring(seeTable9.2).9.6BucklingAnalysisofHelicalCompressionSpringsHelical-coilspringsloadedin18Fig.9.8showscriticaldeflectionratioplottedversusslendernessratioforspringswithbothendshinged(α=1)andspringswithbothendsfixed(α=0.5).PotentialbucklingfailureshouldbecheckedusingthecurvesofFig.9.8.Ifthedeflectionratiofortheproposedspringexceedsthecriticalvaluereadfromthecurve,thespringshouldberedesigned.Fig.9.8showscriticaldeflect19Tocontainthespringinsideacloselyfittingguidecylinder;Toinsertaninternalcylindricalguidemandrel;Adiametralclearanceofapproximately10percentofthecylinderormandreldiameteriscommonlyusedtoavoidrubbingbetweenthespringanditsguide.AnalternativebucklingsolutionTocontainthespringinsidea201)DesignProcedures(1)Basedonfunctionalspecificationsandcontemplatedsystemconfiguration,generateafirstconceptualsketchfortheproposedspring,approximatelytoscale.(2)Identifypotentialfailuremodes(3)Selectatentativespringmaterial(4)Selectanappropriatedesignsafetyfactor(5)Calculatethedesignstress9.7ProcedureandGeneralGuidelinesforSpringDesign1)DesignProcedures9.7Proced21(6)Determinewirediameter,d,meancoilradius,R,andnumberofactivecoils,N,sothatshearingstressanddeflectionareindependentlysatisfied.(7)Usingthetentativevaluesofd,R,andN,determinespringrate,k,andchecktoassurethatitalsomeetsanyotherfunctionalrequirementsfork.(8)Selectanappropriateendconfigurationanddeterminethenumberofinactivecoils(forcompressionsprings)orequivalentextracoils(forextensionsprings).Calculatetotalnumberofcoilsinthespring.(6)Determinewirediameter,d22(9)Determinesolidheight,freeheight,andoperationaldeflectiontomakesurethatnodesignrequirementsareviolated.(10)Checkpotentialbucklingofcompressionsprings.(11)Continuetoiterateuntilalldesignrequirementsaresatisfied.Summarizethefinalspecificationsformaterial,heattreatment,anddimensions.(9)Determinesolidheight,fr23a.Ifthespringisguided(topreventbuckling),allowaminimumdiametralclearancebetweenthespringandtheguidingholeormandrel,orapproximately10percentofthecoildiameter.b.Calculatematerialstrengthdatawith(9-1),ifapplicable.Otherwise,useproceduresformultiaxialstatesofnonzero-meancyclicstresstodeterminefailurestrength.
c.Forinitialselectionofwirediameter,dandmeancoilradius,R,trytoproportionthespringsothatspringindexcwilllieintherangebetween4and12;2)Experience-basedguidelines
a.Ifthespringisguided(to24d.Ifdesigningacompressionspring,closedandgroundendsareusuallyagoodchoice.Ifdesigninganextensionspring,theuseoffullendloops,overcenterisusuallyagoodchoice,unlessminimumcostisessential.e.Allowaclearancebetweencoilswhenthespringisatitsm
溫馨提示
- 1. 本站所有資源如無(wú)特殊說(shuō)明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。
最新文檔
- 2024年12月中共漯河市委網(wǎng)信辦所屬事業(yè)單位人才引進(jìn)3名筆試歷年典型考題(歷年真題考點(diǎn))解題思路附帶答案詳解-1
- 黑龍江建筑職業(yè)技術(shù)學(xué)院《泰語(yǔ)一》2023-2024學(xué)年第二學(xué)期期末試卷
- 赤峰職業(yè)技術(shù)學(xué)院《多元統(tǒng)計(jì)分析實(shí)驗(yàn)》2023-2024學(xué)年第二學(xué)期期末試卷
- 湖南體育職業(yè)學(xué)院《巖石物理學(xué)》2023-2024學(xué)年第二學(xué)期期末試卷
- 天津大學(xué)《地史學(xué)》2023-2024學(xué)年第二學(xué)期期末試卷
- 湖南工學(xué)院《安全監(jiān)控與測(cè)試技術(shù)》2023-2024學(xué)年第二學(xué)期期末試卷
- 黑龍江東方學(xué)院《日本文化概論》2023-2024學(xué)年第二學(xué)期期末試卷
- 上海財(cái)經(jīng)大學(xué)《嵌入式系統(tǒng)綜合實(shí)訓(xùn)》2023-2024學(xué)年第二學(xué)期期末試卷
- 2025年幼兒園中班科學(xué)標(biāo)準(zhǔn)教案《各種各樣的傘》
- 大連市初中期中數(shù)學(xué)試卷
- 小學(xué)二年級(jí)有余數(shù)的除法口算題(共300題)
- 高職院校高水平現(xiàn)代物流管理專業(yè)群建設(shè)方案(現(xiàn)代物流管理專業(yè)群)
- 2024專升本英語(yǔ)答題卡浙江省
- (完整版)50028-城鎮(zhèn)燃?xì)庠O(shè)計(jì)規(guī)范
- 2015 年全國(guó)高校俄語(yǔ)專業(yè)四級(jí)水平測(cè)試試卷
- T∕CCCMHPIE 1.3-2016 植物提取物 橙皮苷
- 土石壩設(shè)計(jì)畢業(yè)設(shè)計(jì)
- 一季責(zé)任制整體護(hù)理持續(xù)改進(jìn)實(shí)例
- 清華抬頭信紙
- 毫火針療法PPT課件
- 三年級(jí)部編版語(yǔ)文下冊(cè)第二單元日積月累
評(píng)論
0/150
提交評(píng)論