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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+