Various Mechanical Properties
Anelasticity
Ductility
Elasticdeformation
Engineeringstrain
Engineeringstress
Hardness
Modulusofelasticity
Tensilestrength
Toughness
Yielding
Yieldstrength
Fatigue
Creep
StiffnessModulusofelasticity
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.
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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•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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