14.5 Crack Propagation 417
(iv)Aplateoffinitewidthwhavingacentralcrackoflength2a,wherea≤0.3w;α=[sec(aπ/w)]^1 /^2.
(v) Foraplateoffinitewidthwhavingtwosymmetricaledgecrackseachofdepth2a,Eq.(14.30)
becomes
K=S[wtan(πa/w)+(0.1w)sin( 2 πa/w)]^1 /^2
FromEq.(14.29),itcanbeseenthatthestressintensityatapointaheadofacrackcanbeexpressed
intermsoftheparameterK.FailurewillthenoccurwhenKreachesacriticalvalueKc.Thisisknown
asthefracturetoughnessofthematerialandhasunitsMN/m^3 /^2 orN/mm^3 /^2.
14.5.2 Crack Tip Plasticity
Incertaincircumstances,itmaybenecessarytoaccountfortheeffectofplasticflowinthevicinityof
thecracktip.Thismaybeallowedforbyestimatingthesizeoftheplasticzoneandaddingthistothe
actualcracklengthtoformaneffectivecracklength2a 1 .Thus,ifrpistheradiusoftheplasticzone,
a 1 =a+rp,andEq.(14.30)becomes
Kp=S(πa 1 )
1
(^2) α 1 (14.35)
in whichKpis the stress intensity factor corrected for plasticity andα 1 corresponds toa 1. Thus, for
rp/t>0.5,thatis,aconditionofplanestress,
rp=
1
2 π
(
K
fy
) 2
or rp=
a
2
(
S
fy
) 2
α^2 (see[Ref.3]) (14.36)
inwhichfyistheyieldproofstressofthematerial.Forrp/t<0.02,aconditionofplanestrain
rp=
1
6 π
(
K
fy
) 2
(14.37)
Forintermediateconditions,thecorrectionshouldbesuchastoproduceaconservativesolution.
Dugdale [Ref. 4] showed that the fracture toughness parameterKcis highly dependent on plate
thickness.Ingeneral,sincethetoughnessofamaterialdecreaseswithdecreasingplasticity,itfollows
that the true fracture toughness is that corresponding to a plane strain condition. This lower limiting
valueisparticularlyimportanttoconsiderinhigh-strengthalloys,sincethesearepronetobrittlefailure.
Inaddition,theassumptionthattheplasticzoneiscircularisnotrepresentativeinplanestrainconditions.
Rice and Johnson [Ref. 5] showed that for a small amount of plane strain yielding, the plastic zone
extendsastwolobes(Fig.14.6)eachinclinedatanangleθtotheaxisofthecrackwhereθ= 70 ◦,and
thegreatestextentLandforwardpenetration(ryforθ=0)ofplasticityaregivenby
L=0.155(K/fy)^2
ry=0.04(K/fy)^2