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Chapter6Mechanicalproperties,Whystudymechanicalproperties?,Asamaterialengineers,itisincumbent(obligatory有义务的)tounderstandhowthevariousmechanicalpropertiesaremeasuredandwhatthesepropertiesrepresent.Incasethatyouarecalledupon(ordered;required)todesignstructuresorcomponentsusingpredeterminedmaterialssuchthatunacceptablelevelsofdeformationorfailurewillnotoccur,theadequateknowledgeonmechanicalpropertiesofthematerialisamatteroflife.,Whatshouldyoubeabletodoafterstudyingthischapter?,knowwhatatensile-testingapparatusisusedfor.Knowhowstress-straincurveisobtained.Namewhatarethemainmechanicalproperties。,Importanttermsandconcepts:,Anelasticityn.滞弹性stressn.应力ductilityn.延展性,塑性elasticadj.弹性的truestress真应力engineeringstress工程应力,Elasticityn.弹性strainn.应变brittlementn.脆性plasticadj.塑性的truestrain真应变engineeringstrain工程应变,Stress-straincurve应力应变曲线,elasticrecovery弹性回复stiffnessn.刚度modulusofelasticity弹性模量deformv.distort/bend/twist:Toaltertheshapeofbypressureorstress.使变形:通过压力或拉力改变的形状Deformationn.变形,yieldingadj.Inclinedtogivewaytopressure,orinfluence.屈服的。yieldstrength屈服强度tensilestrength拉伸强度elongationtofracture延伸率Poissonsratio泊松比proportionallimit比例极限resilience:Thepropertyofamaterialthatenablesittoresumeitsoriginalshapeorpositionafterbeingbent,stretched,orcompressed;elasticity.弹性:使某物质能在弯曲、伸展或收缩后恢复原先的形状或位置的物体的性能;收缩性.,safestress安全应力shear剪切toughness韧性fracturetoughness断裂韧度impacttoughness冲击韧性hardnessn.硬度Rochwellhardness洛氏硬度Brinellhardness布氏硬度Knoophardness努氏硬度Vichershardness维氏硬度Indenter压头Hookeslaw虎克定律,ascertained:adj.determinedreplicatevt.duplicate,copy,reproduce,orrepeat.复制:复印、复写、复制或重复fluctuatevt.varyirregularly,swing波动,变动imperative-urgentProfessionalsociety专业协会ASTM-AmericanSocietyforTestingandMaterialsConfinevt.restrict/limit,Fourstress-straintesttypes:Tension,compression,torsion,shearAttheonset-Abeginning;astart:开始:theonsetofacold.感冒初起Offset-Thestartorinitialstage;theoutset.开始,开端,Introduction,Manymaterialsorcomponents,e.g.roadwheelsofacar,wheninservice,aresubjectedtoforcesorloads.Insuchsituationsitisnecessarytoknowthecharacteristicsofthematerialandtodesignthememberfromwhichitismadesuchthatanyresultingdeformationwillnotbeexcessiveandfracturewillnotoccur.Themechanicalbehaviorofamaterialreflectstherelationshipbetweenitsresponseordeformationtoanappliedloadorforce.Importantmechanicalpropertiesarestrength,hardness,ductility,andstiffness.,Materialsandmetallurgicalengineersareconcernedwithproducingandfabricating(制造)materialstomeetservicerequirementsaspredictedbythesestressanalyses.Thisnecessarilyinvolvesanunderstandingoftherelationshipsbetweenthemicrostructure(i.e.,internalfeatures)ofmaterialsandtheirmechanicalproperties.,Tensiontest(拉伸试验),Whenconstructacomponentorsomethingthelike,allthesepropertiesofmaterialsshouldbetakenintoconsiderationinthewholeprocessofmaterialselectionandstructuredesign.,Stress-straincurveofalowcarbonsteelspecimen,Upperyieldingpoint,Lowyieldingpoint,Definitionofconcepts,Stress(应力)isameasureofanappliedmechanicalloadorforce,normalized(归一化)totakeintoaccountcross-sectionalarea.Twodifferentstressparametersweredefined-engineeringstressandtruestress.,缩截面,标距长度,标准圆形截面拉伸试样,(Engineering)strain(工程应变),Strainrepresentstheamountofdeformationinducedbyastress;bothengineeringandtruestrainsareused.inwhichl0istheoriginallength(原始长度)beforeanyloadisapplied,andliistheinstantaneouslength(瞬时长度).Sometimesthequantitylil0isdenotedasl,andisthedeformationelongationorchangeinlengthatsomeinstant,asreferencedtotheoriginallength.Engineeringstrain(subsequentlycalledjuststrain)isunitless(无量纲),butmeterspermeterorinchesperinchareoftenused.,Modulusofelasticity(弹性模量),orYoungsmodulus(杨氏模量),Thedegreetowhichastructuredeformsorstrainsdependsonthemagnitudeofanimposedstress.Formostmetalsthatarestressedintensionandatrelativelylowlevels,stressandstrainareproportionaltoeachotherthroughtherelationship=EThisisknownasHookeslaw(虎克定律),andtheconstantofproportionalityE(GPa)iscalledasmodulusofelasticity(弹性模量).,Elasticdeformation(弹性变形),Deformationinwhichstressandstrainareproportionaliscalledelasticdeformation;aplotofstress(ordinate(纵坐标)versusstrain(abscissa(横坐标))resultsinalinearrelationship,asshowninFigure7.5.TheslopeofthislinearsegmentcorrespondstothemodulusofelasticityE.Stiffnessisamaterialsresistancetoelasticdeformation.Q:Thegreaterthemodulus,thestifferthematerial,orthesmallertheelasticstrainthatresultsfromtheapplicationofagivenstress.(翻译成中文),Plasticdeformation(塑性变形),Yieldingandyieldingstrength,Yieldingphenomenon(屈服现象):plasticdeformationbegins,theelasticplastictransitionoccursabruptly.Pointofyielding(屈服点)maybedeterminedastheinitialdeparturefromlinearityofthestressstraincurve;thisissometimescalledtheproportionallimit(比例极限),asindicatedbypointPinFigure7.10a.aconventionhasbeenestablishedwhereinastraightlineisconstructedparalleltotheelasticportionofthestressstraincurveatsomespecifiedstrainoffset,usually0.002.Thestresscorrespondingtotheintersectionofthislineandthestressstraincurveasitbendsoverintheplasticregionisdefinedastheyieldstrength(屈服强度)y.,Tensilestrength,TensilestrengthTS(MPa)(拉伸强度)isthestressatthemaximumontheengineeringstressstraincurve(Figure7.11).atthismaximumstress,asmallconstrictionorneckbeginstoformatsomepoint,andallsubsequentdeformationisconfinedatthisneck,asindicatedbytheschematicspecimeninsetsinFigure7.11.Thisphenomenonistermednecking(颈缩).Fracturestrength(断裂强度)correspondstothestressatfracture.,Ductility,Ductility(塑性)isanotherimportantmechanicalproperty.Itisameasureofthedegreeofplasticdeformationthathasbeensustainedatfracture.Ductilitymaybeexpressedquantitativelyaseitherpercentelongation(EL延伸率)tofailureorpercentreductioninarea(RA截面收缩率).Thepercentelongation%EListhepercentageofplasticstrainatfracture,orwherelfisthefracturelengthandl0istheoriginalgaugelengthasabove.,Percentreductioninarea(%RA)isdefinedaswhereA0istheoriginalcross-sectionalareaandAfisthecross-sectionalareaatthepointoffracture.Amaterialthatexperiencesverylittleornoplasticdeformationuponfractureistermedbrittle(脆性).,TOUGHNESS,Toughness(韧性)isamechanicaltermthatisusedinseveralcontexts;looselyspeaking,itisameasureoftheabilityofamaterialtoabsorbenergyuptofracture.Poissonsratio(柏松比)representsthenegativeratiooftransverse(横向)andlongitudinal(纵向)strains.,Question?,Whatarethetwomethodsforexpressingductility?,Summary,Someofthemechanicalcharacteristicsofmaterialscanbeascertainedbysimplestress-straintests.Therearefourtesttypes:tension,compression,torsion,andshear.Tensilearethemostcommon.Amaterialthatisstressedfirstundergoeselastic,ornonpermanentdeformation,whereinstressandstrainareproportional.Theconstantofproportionalityisthemodulusofelasticityfortensionandcompression,andistheshearmoduluswhenthestressisshear.Possionsratiorepresentsthenegativeratiooftransverseandlongitudinalstrains.,Formetals,thephenomenonofyieldingoccursattheonsetofpla

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