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Irwin's Model

Date post: 06-Jul-2018
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    AnelasticDeformation at theCrack Tip & Irwin’sModel

    -----------------------WinstonRaj--------------------------------------------PR !M"#$$!---------------------

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    Appro% 'hape and si(e of theplastic (one

    • )nl* appro%imate sol+tions can ,e determined d+eto the comple%it* of the pro,lem and ri oro+sanal*sis is to ,e done

    • It is to ,e noted that material in plastic (one nolon er takes hi h stresses predicted ,* elasticanal*sis and therefore the elastic .eld s+rro+ndinthe plastic (one sho+ld ,e corrected for a moreri oro+s anal*sis

    • Two commonl* +sed *ield criterionare +sed namel* Mises *ield criteriaand Tresca *ield criteria

    • /efore we appl* a *ield criterion0 it is+sef+l to determine the principal

    stresses• Mohr circle is +sed

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    Plastic (one 'hape for Plane'tress

    Mises *ield

    criterion Tresca *ieldcriterion

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    Plastic (one 'hape for Plane'train

    Mises *ieldcriterion

    Tresca *ieldcriterion

    1or θ 2

    34 5 ° &67 83

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    Appro%imate Approach

    1i Appro%imate plastic (onesi(e r

    The len th of theplastic (one r alon % direction is o,tained,* the relation0

    σ :: 7 k σ *s

    We know that0

    σ::

    7

    'ol6in ,oth e;n weet r0

    r 7

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    We ha6e principal stresses asσ 7 σ ::σ

    : 7 σ ::σ 3 7 $ =for plane stress>σ

    3 7 6 = σ ? σ : > 7 :6 σ :: =for plane strain>

    And we o,tain the 6al+e of k ,* s+,s σ 0 σ : and σ 3 inMises criterion@

    =σ - σ : >: ? = σ : - σ 3>: ? = σ 3 - σ >: 2 : σ : *sand comparin with

    σ :: 7 k σ *s

    we et k 7 for plane stress

    k 7 8= - :6> for plane strain

    '+,s The 6al+e of k in r0 we et

    r 7 for plane stress

    r 7 for plane strain

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    Irwin’s Model ="lasto-PlasticAnal*sis>

    • Irwin presented a simpli.ed model whichconsiders the redistri,+tion of load d+e to plasticdeformation

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    Irwin proposed that δ is so chosen s+ch that the load nottaken ,e*ond the point M0 i6en ,* the area P c on len th 0is e;+al to the load s+stained on len th δ 0 i6en ,* area P A

    Then0 the load not s+stained on len th ,ecomesPc 7 /

    where / is the plate thickness The load s+stained =P A> on len th δ is

    PA 7 / *s δ

    Irwin’s correction =P A 7 P / > leads to

    *sδ 7

    We know that0σ

    :: 7

    where I is ,ased on the e9ecti6e crack len th =a? δ >0 andis determined ,* p+ttin % 7 and 7 for plane stress=k7 > i e 0

    σ*s 7

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    Rearran in 0 we ha6e I 7 =: > 8: *s

    '+,s in a,o6e e;n

    *sδ 7 *s

    )n sol6in 0 we o,tainδ 7

    The o6erall plastic (one si(e ,ecomes0r p 7 : 7

    The e9ecti6e crack len th is i6en ,*0

    a e9 7 a ? δ 7 a ? 7 a ?

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    ----------------------------------------• Irwin’s correction to the plane strain case is +sef+l todetermine the plastic (one si(e

    • D+e to the plastic deformation the crack tip ,ecomes ro+ndedor ,l+nts 'ince0 the crack tip acts as a free s+rface0 isreleased to (ero

    • The e9ect of release of is felt for some distance on B-a%is,e*ond the crack tip

    • Irwin fo+nd that fail+re stress is no lon er 3 ,+t is closer towhich ma* ,e taken as Then0 the plastic (one si(e for theplane strain ,ecomes

    r 7 7 σ *s

    • 1or an e%perimental determination of IC of material0 planestrain conditions are ass+red ,* takin plate thickness to ,em+ch thicker than the plastic (one In fact0 it is chosen to ,emore than :! times of the plastic (one si(e and therefore0 theA'M" codes re;+ire

    / 2 : !

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    Thank *o+


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