CHap 2-Tensile Testing

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    Chap : 2

    Tensile Test

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    Introduction

    •  Tensile properties are used in selecting

    materials for various applications.

    •  Tensile properties are also used inresearch and development to compare

    new materials or processes.• tensile stress–strain curves can be used

    to predict a

    material’s behavior under forms of loading

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    Introduction

    • Tensile Test permit todetermine

     –Strength

     –Ductilit

     – Toughness

     –!lastic "odulus

     –Strain#hardening capabilit

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    Introduction

    •  The level of stress that causesappreciable

    plastic deformation of a material iscalled its ield stress 

    •  The ma$imum tensile stress that amaterial carries is called its tensilestrength %or ultimate strength orultimate tensile strength& 

    • Ductilit is a measure of how much

    the material can deform before it

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     Tensile Specimens

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    "echanical Testing "achine

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    Stress–Strain Curve

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    Stress–Strain Curve

     –'inear elastic: elongation in thespecimen that is proportional tothe applied load.

     –!ngineering stress: the ratio of theapplied load () to the originalcross#sectional area) *o) of the

    specimen.

    • !ngineering stress e+uation: , -(*o

    • !n ineerin strain e uation: e -

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    Stress–Strain Curve

     /ield Stress: the stress at which permanent%plastic& deformation occurs.

    • (ermanent %plastic& deformation: stressand strain are no longer proportional.

    • 0ltimate tensile strength %0TS&: thema$imum engineering stress.

    • If the specimen is loaded beond its 0TS it

    begins to 1nec.3• 4racture stress: the engineering stress at

    fracture.

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    Stress–Strain Curve

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    Stress–Strain Curve

    • "odulus of elasticit: ration of stressto strain in the elastic region. – "odulus of elasticit e+uation: ! - ,e

    •  This linear relationship is nown as5ooe’s 'aw.

    • (oisson’s 6atio: the ratio of thelateral strain to the longitudinalstrain.

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     True#Stress and True#Strain

    •  True#stress: ratio of the load) () tothe instantaneous cross#sectionalarea) *) of the specimen.

    •  True#strain: the sum of all theinstantaneous engineering strains. – True#stress e+uation: , - (*

     – True#strain e+uation: e - ln%llo&

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    Ductilit

    • Ductilit: e$tent of plasticdeformation that the material

    undergoes before fracture.• Two measures of ductilit:

     – Total elongation: %lf #lo&lo $ 7889

     –6eduction of *rea: %*o#*f &*o $7889

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     Temperature !ects

    *s temperatureincreases:

    Ductilit andtoughnessincrease.

     /ield stressand themodulus of

    elasticit

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    !ect of Strain 6ate on0ltimate Tensile Strength

    *s the temperature

    increases) theslopes of the curvesincrease; thus)strength becomes

    more and moresensitive to strainrate astemperatureincreases

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    Sample problem 7

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    Sample problem 2

    • 4orce and length change data are given intable below for the tension test of *ISI

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    solution

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    Sample problem A

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    Sample problem B

    !ngineering stress–strain data from a tension teston *ISI B7B8 steel tempered at 28BC %B884&are listed in Table below. The diameter beforetesting was ?.>7 mm) and after fracture theminimum diameter in the neced region was ?mm.

    Determine the following:

    !lastic modulus) 8.29 oset ield strength)ultimate tensile strength) percent elongation)and percent

    reduction in area.

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    Sample problem B

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    Sample problem =

    Stress–strain data are plotted in 4ig. below for the initialportion of a tension test on *ISI B7B8 steel temperedat =AC %78884&. Eote that data points * and F arelabeled with their stress–strain coordinates.

    )a(Determine the elastic modulus E.)b(If a bar of this material 100mm long is

    strained to point A and then unloaded, what isits length at point A and also after unloading 

    )c(If a sample of this material is strained to point B andthen unloaded, what is the plastic (permanent) strain thatremains after unloading?

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    Sample (roblem =

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    Sample (roblem >• 4orce and length change data are given in Table

    below for the initial portion of a tension test on*ISI B7B8 steel tempered at =AC %78884&.

     The diameter before testing was ?.77 mm) andthe gage length 'i for the length change

    measurement was =8 mm.(a) Calculate corresponding values of

    engineering stress and display thesevalues on a stressstrain plot!

    (b) Calculate corresponding values of Truestress and strain!

    )c(Determine the yield strength for a plastic strainoset of 0.002, that is, 0.2%, and percent

    elongation percent reduction in area.

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    Sample (roblem >