钢材种类和变形的基础知识_第1页
钢材种类和变形的基础知识_第2页
钢材种类和变形的基础知识_第3页
钢材种类和变形的基础知识_第4页
钢材种类和变形的基础知识_第5页
已阅读5页,还剩51页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

BasicKnowledgeofSteelandPlasticMechanics基础钢和塑性变形知识Contents1.SteelMechanicalpropertiesWorldwidesteelgradesAdvancedhighstrengthsteel(AHSS)2.PlasticmechanicsSheetdeformationmodesForminglimitsYieldcriteria2Introductiontoelasticityandplasticity固体材料受外力作用产生变形,从变形开始到破坏一般要经历两个阶段:弹性变形(elasticdeformation)和塑性变形(plasticdeformation)。外力卸载后,弹性变形能够完全消失,而塑性变形不能消失。弹性变形和塑性变形的机理:材料原子之间的作用力平衡。位错(dislocation)理论。强化机制(workhardeningmechanism)。Dislocationmovement3UniaxialtensiletestGB/T228金属材料室温拉伸试验方法EN10002-1Metallicmaterials-Tensiletest-Part1:testmethod(inambienttemperature)Typicaltensiletestpiece4Engineeringstress-straincurve5Engineeringstress-straincurve6StrengthandDuctilityStrengthparametersEngineeringstressEngineeringstrainElongationReductionofareaDuctility7Truestress-straincurveTruestressTruestrain8Workinghardening(strainhardening)Strainhardeningexponent(n-value)9Influenceofstrain-hardeningexponent

n3n2n110Anisotropy(R-value)Widthstrain:εw=ln(w/w0)Thicknessstrain:εt=ln(t/t0)R=

εw/εtPlanaranisotropyratioNormalplasticanisotropyratio11StrainratesensitivityStrainrateStrainratesensitivityexponentStrainratesensitivityhasacrucialinfluenceontheresearchofcrashresistanceandhigh-speedstampingformability.12Worldwidesteelgrades13Worldwidesteelgrades14CommonsteeltypesandevolvingAHSStypesInterstitialfree(IF)steelsMildsteelsBakehardenable(BH)steelsIsotropic(IS)steelsCarbon-manganese(CM)steelsHigh-strengthlow-alloy(HSLA)steelsDualphase(DP)steelsTransformationinducedplasticity(TRIP)steelsComplexphase(CP)steelsMartensitic(Mart)steels15Strengtheningmechanism16HSLAsteel17GradesofHSLAsteelinEU18ApplicationofHSLAsteel19Dualphase(DP)steel20EUsteelgradesComparisonEuropeansteelgrades(Mildsteel,HSLA,Dual-Phase)Legend:ColdRolledHotRolledDualPhase

coldrolled

(valuesfromARCELOR)Notfornewproducts!:Availibility

tobeclarifiedFromClausUnruh21DimensionavailabilityAvailabilitycheckmaterialsEuropeversusUS–updateNov2006

(onlyacc.myinformation;mustbecheckedandconfirmedbyPurchasingdepartment)

Materialavailibilityofstandardmaterialsisgiven.

MaterialavailibilityofS460MCisdecreasingeveninEurope.

MaterialavailibilityofDualPhaseandotherspecialgradesmustcheckedforeachdimensionsFromClausUnruh22DimensionavailabilityAvailabilitycheckmaterialsEuropeversusChina–updateNov2006

(onlyacc.myinformation;mustbecheckedandconfirmedbyPurchasingdepartment)

Materialavailibilityofstandardmaterialsisgiven.

MaterialavailibilityofS460MCisdecreasingevenEurope.

MaterialavailibilityofDualPhaseandotherspecialgradesmustcheckedforeachdimensionsFromClausUnruh23StandardthicknessChinavs.JapanChinaJapan24HSLAsteelgradesoverviewOverviewsteelgrades:HSLA(highstrengthlowalloyed)Steelfamilycold

rolledhotrolledLegend:ExistinggradesafterstandardisationUseonlystandardHSLAsteel(worldwideavailable)

H240LAandS460MCwascancelledcausedbysourcingproblemsworldwide!FromClausUnruh25MildsteelgradesoverviewOverviewsteelgrades:MildsteelSteelfamilycold

rolledhotrolledLegend:ExistinggradesbeforestandardisationExistinggradesafterstandardisationOnly2gradesareallowed:

DC01/CS:softsteelforsimplelowstrengthpressparts

DC04/DDS:softsteelwithgooddeepdrawingproperties;forcomplexlowstrengthpressparts

Brandnamesandothermaterialdesignationswillnotbeaccepted.FromClausUnruh26DPsteelgradesoverviewOverviewsteelgrades:Dual-PhasesteelSteelfamilycold

rolledhotrolledLegend:(*)JapanesegradesnotexactlycomparableDP400andDP500arenotrelevantforseatstructures.DP1400indevelopment.StandardisationofDualPhasegradesisdifficult,causedbymissingEuropeanstandard.

Availabilityhastobeclarifiedforeachgradeanddimension.Purchasingdepartmentmustsupporttheprocess.FromClausUnruh27ProductsfromBaoSteelforautomobilestructuresMildsteels28ProductsfromBaoSteelforautomobilestructuresDPsteelsHotrolledmild&HSLAsteels29ProductsfromBaoSteelforautomobilestructuresColdrolledHSLAsteelsHotrolledHSLAsteels30VHSScategoryatArcelor31MetallurgyofVHSSatArcelor32ApplicationofVHSS33ApplicationofVHSS34Engineeringstress-straincurveofDPsteelHighertensilestrengthofDPsteel(largern-value)BetterstampingformabilityandcrashresistanceperformanceofDPsteel35n-valueofDPsteel36ApplicationofDPsteel37FEAresultsofDPsteel38FEAresultsofDPsteel39Sheetmetalformingprocessesblanking&piercingbendingBendinginafoldingmachineBendinginavee-dieSectionofasetofrollsinarollformerWipingdownaflange40SheetmetalformingprocessesflangingstretchingAshrinkflangewithbucklingAstretchflangewithcrackingFlangingacurvedsheetSectionbendingStretchingadomeinasheetAdomedpunchanddiesetforstretchingasheet41Sheetmetalformingprocesseshole-extrusionstamping(drawing)Typicalpartformedinastampingordrawdieshowingthediering,butnotthepunchorblankholderSectionoftoolinginadrawdieshowingthepunchandblankholder42SheetmetalformingprocessesToolingfordeepdrawingacylindricalcupToolingforforwardredrawingacylindricalcupTubeformingExpandingtheendofatubewithaflaringtoolReducingthediameterofatubebypressingitthroughasinkingdie43SheetmetalformingprocessesHydroformingashallowpartExpandingaroundtubetoasquaresectionbyhydroformingUsingcombinedaxialforceandfluidpressuretoformaT-jointThinningasheetlocallyusingacoiningtool44Sheetmetaldeformationmodes-stretchingstretching塑性变形局限在某一固定区域内。成形依靠材料表面积增大实现,因此变形区域材料厚度变薄。变形区域的应力状态是双向拉伸。材料不起皱,变形区域表面质量好。Strainstatus:biaxialtension试验方法:杯突评估指标:IE试验方法:极限拱顶高评估指标:LDH045Sheetmetaldeformationmodes-drawingdrawing(cupdrawing)坯料外部环形区域是变形区,坯料内部圆形区域不变形。在径向的应力是拉应力,在切向的应力是压应力。因此,坯料在径向可能出现破裂(拉裂),在切向可能出现起皱(压缩)。StrainstatusRadial:tensionTangential:compression试验方法:圆筒拉深评估指标:LDR46Sheetmetaldeformationmodes-bendingbending曲率发生变化的区域是变形区。坯料圆角和直边部分参与变形,变形过程和卸载过程很复杂。卸载后零件容易发生回弹,导致达不到尺寸精度。试验方法:V形弯曲评估指标:Rmin/t47Sheetmetaldeformationmodes-flangingShrinkflangingStretchflanging试验方法:扩孔评估指标:λ圆锥冲头平底冲头48Principalstrainstatusduringdeformationdrawingplanestrainstretching49ForminglimitsTestprocedureofmaterialforminglimits(forminglimitcurve,FLC)Forminglimitdiagram(FLD)50ApplicationofFLDAnalysisofsheetmetalformingprocessbasedonFLD51YieldinginplanestressPlanestressσ1,σ2≠0,σ3=0MaximumshearstressandmaximumshearstressplanesThereareonshearstressesonthefacesoftheprincipalelement.Onafaceinclinedatanyotherangle,bothnormalandshearstresseswillact.Onfacesofdifferentorientationitisfoundthattheshearstresseswilllocallyreachamaximumforthreeparticulardirections.Theyareinclinedat

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网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,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论