True Stress (σT True stress is the stress determined by the … · 2004. 6. 1. · True Stress (σ...

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True Stress (σ T ) True stress is the stress determined by the instantaneous load acting on the instantaneous cross-sectional area True stress is related to engineering stress: Assuming material volume remains constant A A A P A A A P A P o o o o T * * = = = σ l l A A o o = ) 1 ( 1 ε + = + δ = + δ = = o o o o o A A l l l l l ) 1 ( ) 1 ( ε + σ = ε + = σ o T A P True Strain (ε T ) The rate of instantaneous increase in the instantaneous gauge length. ) ln( ln ln ln ε ε ε ε + = + + = = = 1 T o o o o o T o T d l l l l l l l l l l l

Transcript of True Stress (σT True stress is the stress determined by the … · 2004. 6. 1. · True Stress (σ...

  • True Stress (σT)True stress is the stress determined by the instantaneous load acting on the

    instantaneous cross-sectional areaTrue stress is related to engineering stress:Assuming material volume remains constant

    AA

    AP

    AA

    AP

    AP o

    oo

    oT ** ===σ

    ll AA oo =

    )1(1 ε+=+δ

    =+δ

    ==oo

    o

    o

    o

    AA

    ll

    l

    l

    l )1()1( ε+σ=ε+=σo

    T AP

    True Strain (εT)The rate of instantaneous increase in the instantaneous gauge length.

    )ln(

    lnln

    ln

    εε

    ε

    ε

    +=

    ∆+⇒

    ∆+=

    == ∫

    1Too

    o

    o

    oT

    oT

    d

    l

    l

    l

    l

    l

    ll

    l

    l

    l

    l

  • Strain Hardening Parameter (n)

    Strain hardening parameter

    0

  • True Stress-Strain Curve

    )ln( ; o

    Ti

    T ll

    AF

    == εσ

    o

    o

    o lll

    AF −

    == εσ ;

  • Instability in TensionNecking or localized deformation begins at maximum load, where the increase in stress due to decrease in the cross-sectional area of the specimen becomes greater than the increase in the load-carrying ability of the metal due to strain hardening. This conditions of instability leading to localized deformation is defined by the condition δP = 0.

    T

    T

    AA

    σδσδ

    =−0=+= TT AAP δσδσδAP Tσ=

    From the constancy-of-volume relationship,

    TAA

    ll δεδδ =−=iioo lAlAV ==

    so that at the point of tensile instability

    T

    TnT

    T

    TnTT nKnK ε

    σε

    δεδσ

    εσ === −1 TT

    T σδεδσ

    = But

    Instability occurs when ε = n

  • The necking criterion can be expressed more explicitly if engineering strain is used. ( ) T

    O

    o

    TT

    T

    LL

    LLLL

    σεδεδσ

    δεδσ

    δδ

    δεδσ

    δεδε

    δεδσ

    δεδσ

    =+=

    === 1

    //

    εδεδ

    +=

    1Tσσ

    1+ε

    σT

    ε1

  • Fracture BehaviorDuctile material – Significant plastic deformation and energy absorption (toughness) before fracture.

    Characteristic feature of ductile material - necking

    Brittle material – Little plastic deformation or energy absorption before fracture.

    Characteristic feature of brittle materials – fracture surface perpendicular to the stress.

  • Steel

    Before and after fracture

  • Ductile Fracture (Dislocation Mediated): Extensive plastic deformation. Necking, formation of small cavities, enlargement of cavities, formation of cup-and-cone. Typical fibrous structure with “dimples”.

    (a) Necking, (b) Cavity Formation, (c) Cavity coalescence to form a

    crack, (d) Crack propagation,(e) Fracture

    Crack grows 90o to applied stress

    45O - maximum shear stress

  • Scanning Electron Microscopy: Fractographic studies at high resolution. Spherical “dimples” correspond to micro-cavities that initiate crack formation.

  • Brittle Fracture (Limited Dislocation Mobility): very little deformation, rapid crack propagation. Direction of crack propagation perpendicular to applied load. Crack often propagates by cleavage - breaking of atomic bonds along specific crystallographic planes (cleavage planes).

    Brittle fracture in a mild steel

  • Intergranular fracture: Crack propagation is along grain boundaries (grain boundaries are weakened or embrittledby impurities segregation etc.)

    Transgranular fracture: Cracks pass through grains. Fracture surface has faceted texture because of different orientation of cleavage planes in grains.

  • Stress-Strain Behavior of CeramicsFlexural Strength: the stress at fracture under the bending tests. It’s

    also called Modulus of rupture, fracture strength, or the bend strength

  • 3-point Bending tests

    3

    223

    RLFbdLF

    ffs

    ffs

    πσ

    σ

    =

    =

  • BrittleDuctile