Mechanical properties

13,620 views 36 slides Jul 29, 2018
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About This Presentation

A design engineer must have a good concept about the mechanical properties of materials.


Slide Content

Notes
on
“Mechanical properties of “Mechanical properties of
materials”
7/27/2018 1Prem Kumar Soni 9755084093

Introduction
Amaterial'sproperty(ormaterialproperty)is
anintensivepropertyofsomematerial,i.e.
aphysicalpropertythatdoesnotdependonthe
amountofthematerial.amountofthematerial.
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Oftenmaterialsaresubjecttoforces(loads)
whentheyareused.Mechanicalengineers
calculatethoseforcesandmaterialscientists
howmaterialsdeform(elongate,compress,howmaterialsdeform(elongate,compress,
twist)orbreakasafunctionofappliedload,
time,temperature,andotherconditions.
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Various Mechanical Properties
Anelasticity
Ductility
Elasticdeformation
Engineeringstrain
Engineeringstress
Hardness
Modulusofelasticity
Tensilestrength
Toughness
Yielding
Yieldstrength
Fatigue
Creep
StiffnessModulusofelasticity
Plasticdeformation
Poisson’sratio
Proportionallimit
Shear
Stiffness
Strength
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Here We will see the change in physical behavior of material
due to external changes on it.

Anelasticity
•Herethebehavioriselasticbutnotthestress-
straincurveisnotimmediatelyreversible.It
takesawhileforthestraintoreturntozero.
•Theeffectisnormallysmallformetalsbutcan•Theeffectisnormallysmallformetalsbutcan
besignificantforpolymers.
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Brittleness
Brittlenessofamaterialindicatesthathoweasily
itgetsfracturedwhenitissubjectedtoaforceor
load.
Whenabrittlematerialissubjectedtoastressit
observesverylessenergyandgetsfracturesobservesverylessenergyandgetsfractures
withoutsignificantstrain.
Brittlenessisconversetoductilityofmaterial.
Brittlenessofmaterialistemperaturedependent.
Somemetalswhichareductileatnormal
temperaturebecomebrittleatlowtemperature.
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Ductility
Ductilityisapropertyofasolidmaterial
whichindicatesthathoweasilyamaterialgets
deformedundertensilestress.
Ductilityisoftencategorizedbytheabilityof
materialtogetstretchedintoawirebypullingmaterialtogetstretchedintoawirebypulling
ordrawing.
Thismechanicalpropertyisalsoanaspectof
plasticityofmaterialandistemperature
dependent.Withriseintemperature,the
ductilityofmaterialincreases.
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TensiletestofanAlMgSialloy.Thelocalneckingandthecupandcone
fracturesurfacesaretypicalforductilemetals.

Malleability
Malleabilityisapropertyofsolidmaterialswhich
indicatesthathoweasilyamaterialgetsdeformed
undercompressivestress.
Malleabilityisoftencategorizedbytheabilityof
materialtobeformedintheformofathinsheet
byhammeringorrolling.byhammeringorrolling.
Thismechanicalpropertyisanaspectofplasticity
ofmaterial.
Malleabilityofmaterialistemperaturedependent.
Withriseintemperature,themalleabilityof
materialincreases.
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Elastic deformation
•Elasticdeformation.Whenthestressis
removed,thematerialreturnstothedimension
ithadbeforetheloadwasapplied.
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Engineering strain
•Thereisachangeindimensions,or
deformationelongation,đLasaresultofa
tensileorcompressivestress.Toenable
comparisonwithspecimensofdifferentlength,comparisonwithspecimensofdifferentlength,
theelongationisalsonormalized,thistimeto
thelengthL.Thisiscalledstrain,e.
•e=đL/L
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Engineering and Engineering Stress
Whenoneappliesaconstanttensileforcethe
materialwillbreakafterreachingthetensile
strength.
Thematerialstartsnecking(thetransversearea
decreases)butthestresscannotincreasedecreases)butthestresscannotincrease
beyonds
TS.
Theratiooftheforcetotheinitialarea,whatwe
normallydo,iscalledtheengineeringstress.If
theratioistotheactualarea(thatchangeswith
stress)oneobtainsthetruestress.
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Hardness
Itistheabilityofamaterialtoresisttopermanentshapechangedue
toexternalstress.
Therearevariousmeasureofhardness–ScratchHardness,
IndentationHardnessandReboundHardness.
ScratchHardnessScratchHardnessistheabilityofmaterialstothe
opposethescratchestooutersurfacelayerduetoexternalforce.opposethescratchestooutersurfacelayerduetoexternalforce.
IndentationHardnessItistheabilityofmaterialstoopposethedent
duetopunchofexternalhardandsharpobjects.
ReboundHardnessReboundhardnessisalsocalledasdynamic
hardness.Itisdeterminedbytheheightof“bounce”ofadiamond
tippedhammerdroppedfromafixedheightonthematerial.
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Hardnessistheresistancetoplasticdeformation
(e.g.,alocaldentorscratch).
Thus,itisameasureofplasticdeformation,asis
thetensilestrength,sotheyarewellcorrelated.
Historically,itwasmeasuredonanempirically
scale,determinedbytheabilityofamaterialto
scratchanother,diamondbeingthehardestand
talcthesofter.Nowweusestandardtests,whereatalcthesofter.Nowweusestandardtests,wherea
ball,orpointispressedintoamaterialandthe
sizeofthedentismeasured.
Thereareafewdifferenthardnesstests:
Rockwell,Brinell,Vickers,etc.Theyarepopular
becausetheyareeasyandnon-destructive(except
forthesmalldent).
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Hardenability
Itistheabilityofamaterialtoattainthe
hardnessbyheattreatmentprocessing.Itis
determinedbythedepthuptowhichthematerial
becomeshard.
TheSIunitofHardenabilityismeter(similartoTheSIunitofHardenabilityismeter(similarto
length).
Hardenabilityofmaterialisinversely
proportionaltotheweld-abilityofmaterial.
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Poisson’s ratio
Materialssubjecttotensionshrinklaterally.
Thosesubjecttocompression,bulge.Theratio
oflateralandaxialstrainsiscalled
thePoisson'sration.thePoisson'sration.
n=e
lateral/e
axial
The elastic modulus, shear modulus and
Poisson's ratio are related byE= 2G(1+n)
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Modulus of elasticity
•Intensiletests,ifthedeformationiselastic,thestress-
strainrelationshipiscalledHooke'slaw:
•s=Ee
•Thatis,Eistheslopeofthestress-straincurve.E
isYoung'smodulusormodulusofelasticity.isYoung'smodulusormodulusofelasticity.
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Elasticity
Abilityofabodytoresistadistortinginfluence
orstressandtoreturntoitsoriginalsizeand
shapewhenthestressisremoved.
Itistheabilityofabodytoresistadistorting
influenceandtoreturntoitsoriginalsizeand
shapewhenthatinfluenceorforceisremoved.shapewhenthatinfluenceorforceisremoved.
Solidobjectswilldeform when
adequateforcesareappliedonthem.Ifthe
materialiselastic,theobjectwillreturntoits
initialshapeandsizewhentheseforcesare
removed.
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Tensile strength
Yieldpoint.Ifthestressistoolarge,thestraindeviatesfrom
beingproportionaltothestress.Thepointatwhichthis
happensistheyieldpointbecausetherethematerialyields,
deformingpermanently(plastically).
Yieldstress.Hooke'slawisnotvalidbeyondtheyieldpoint.
Thestressattheyieldpointiscalledyieldstress,andisan
importantmeasureofthemechanicalpropertiesofmaterials.
Inpractice,theyieldstressischosenasthatcausingaInpractice,theyieldstressischosenasthatcausinga
permanentstrainof0.002(strainoffset,Fig.6.9.)
Theyieldstressmeasurestheresistancetoplasticdeformation.
Thereasonforplasticdeformation,innormalmaterials,isnot
thattheatomicbondisstretchedbeyondrepair,butthemotion
ofdislocations,whichinvolvesbreakingandreformingbonds.
Plasticdeformationiscausedbythemotionofdislocations.
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Tensilestrength.Whenstresscontinuesinthe
plasticregime,thestress-strainpassesthrougha
maximum,calledthetensilestrength(s
TS),and
thenfallsasthematerialstartstodevelop
aneckanditfinallybreaksatthefracturepoint.
Notethatitiscalledstrength,notstress,butthe
unitsarethesame,MPa.
Notethatitiscalledstrength,notstress,butthe
unitsarethesame,MPa.
Forstructuralapplications,theyieldstressis
usuallyamoreimportantpropertythanthetensile
strength,sinceoncetheitispassed,thestructure
hasdeformedbeyondacceptablelimits.
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Toughness
Itistheabilityofamaterialtoabsorbtheenergyand
getsplasticallydeformedwithoutfracturing.Its
numericalvalueisdeterminedbytheamountofenergy
perunitvolume.ItsunitisJoule/m
3
.Valueof
toughnessofamaterialcanbedeterminedbystress-
straincharacteristicsofamaterial.Forgoodtoughness,
materialsshouldhavegoodstrengthaswellasductility.materialsshouldhavegoodstrengthaswellasductility.
Forexample:brittlematerials,havinggoodstrengthbut
limitedductilityarenottoughenough.Conversely,
materialshavinggoodductilitybutlowstrengthare
alsonottoughenough.Therefore,tobetough,a
materialshouldbecapabletowithstandbothhighstress
andstrain.
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Yielding
•Forstructuralapplications,theyieldstressis
usuallyamoreimportantpropertythanthe
tensilestrength,sinceoncetheitispassed,the
structurehasdeformedbeyondacceptablestructurehasdeformedbeyondacceptable
limits.
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Fatigue
Fatigueistheweakeningofmaterialcausedbythe
repeatedloadingofthematerial.
Whenamaterialissubjectedtocyclicloading,and
loadinggreaterthancertainthresholdvaluebutmuch
belowthestrengthofmaterial(ultimatetensilestrength
limitoryieldstresslimit),microscopiccracksbeginto
formatgrainboundariesandinterfaces.Eventuallytheformatgrainboundariesandinterfaces.Eventuallythe
crackreachestoacriticalsize.
Thiscrackpropagatessuddenlyandthestructuregets
fractured.Theshapeofstructureaffectsthefatiguevery
much.Squareholesandsharpcornersleadtoelevated
stresseswherethefatiguecrackinitiates.
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Fatiguelimit,endurancelimit,andfatigue
strengthareallexpressionsusedtodescribeaproperty
ofmaterials:theamplitude(orrange)ofcyclicstress
thatcanbeappliedtothematerialwithout
causingfatiguefailure.
Ferrousalloysandtitaniumalloyshaveadistinctlimit,
anamplitudebelowwhichthereappearstobeno
numberofcyclesthatwillcausefailure.Othernumberofcyclesthatwillcausefailure.Other
structuralmetalssuchasaluminiumandcopperdonot
haveadistinctlimitandwilleventuallyfailevenfrom
smallstressamplitudes.Inthesecases,anumberof
cycles(usually10
7
)ischosentorepresentthefatigue
lifeofthematerial.
FatiguelimitisusedinplottingS-Ncurves(Strength
VsNumberofCycles)
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Creep
Creepisthepropertyofamaterialwhich
indicatesthetendencyofmaterialtomove
slowlyanddeformpermanentlyunderthe
influenceofexternalmechanicalstress.
Itresultsduetolongtimeexposuretolarge
externalmechanicalstresswithinlimitofexternalmechanicalstresswithinlimitof
yielding.
Creepismoresevereinmaterialthatare
subjectedtoheatforlongtime.Slipinmaterial
isaplanewithhighdensityofatoms.
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Itisthetendencyofasolidmaterialtomoveslowlyordeform
permanentlyundertheinfluenceofmechanicalstresses.Itcanoccur
asaresultoflong-termexposuretohighlevelsofstressthatarestill
belowtheyieldstrengthofthematerial.Creepismoreseverein
materialsthataresubjectedtoheatforlongperiods,andgenerally
increasesastheyneartheirmeltingpoint.
Therateofdeformationisafunctionofthematerial'sproperties,
exposuretime,exposuretemperatureandtheappliedstructuralload.
Dependingonthemagnitudeoftheappliedstressanditsduration,
thedeformationmaybecomesolargethatacomponentcannothedeformationmaybecomesolargethatacomponentcanno
longerperformitsfunction—forexamplecreepofaturbineblade
willcausethebladetocontactthecasing,resultinginthefailureof
theblade.Creepisusuallyofconcerntoengineersandmetallurgists
whenevaluatingcomponentsthatoperateunderhighstressesorhigh
temperatures.Creepisadeformationmechanismthatmayormay
notconstituteafailuremode.
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Stiffness
Abilityofanobjecttoresistdeformationinresponsetoanappliedforce;
rigidity;complementarytoflexibility
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Strength
•Itisthepropertyofamaterialwhichopposes
thedeformationorbreakdownofmaterialin
presenceofexternalforcesorload.
•Materialswhichwefinalizeforour•Materialswhichwefinalizeforour
engineeringproducts,musthavesuitable
mechanicalstrengthtobecapabletowork
underdifferentmechanicalforcesorloads.
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Resilience
Capacitytoabsorbenergyelastically.Theenergy
perunitvolumeistheareaunderthestrain-stress
curveintheelasticregion.
Resilienceistheabilityofmaterialtoabsorbtheenergy
whenitisdeformedelasticallybyapplyingstressand
releasetheenergywhenstressisremoved.
ProofresilienceisdefinedasthemaximumenergythatProofresilienceisdefinedasthemaximumenergythat
canbeabsorbedwithoutpermanentdeformation.
Themodulusofresilienceisdefinedasthemaximum
energythatcanbeabsorbedperunitvolume
withoutpermanentdeformation.Itcanbedetermined
byintegratingthestress-straincurefromzerotoelastic
limit.Itsunitisjoule/m
3
.
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•Capacity to absorb energyelastically.The energy per unit
volume is the area under the strain-stress curve in the
elastic region.
•Theareaunderthelinearportionofastress–straincurveis
theresilienceofthematerial
•Inmaterialscience,resilienceistheabilityofamaterialto
absorbenergywhenitisdeformedelastically,andrelease
thatenergyuponunloading.Proofresilienceisdefinedas
themaximumenergythatcanbeabsorbeduptotheelastic
limit,withoutcreatingapermanentdistortion.Themoduluslimit,withoutcreatingapermanentdistortion.Themodulus
ofresilienceisdefinedasthemaximumenergythatcanbe
absorbedperunitvolumewithoutcreatingapermanent
distortion.
•Itcanbecalculatedbyintegratingthestress–strain
curvefromzerototheelasticlimit.Inuniaxialtension,
undertheassumptionsoflinearelasticity,
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