Issue 14
C.M. Sh esent FE res y in estimate g Jig. The e [9]:
aranaprabhu et ults. It is fou d magnitude ffective stre
alii, Frattura ed nd that ther s of stress in ss intensity
Integrità Strutt e is 10.5% an tensity facto factors (K eff )
urale, 14 (2010) d 2.4% erro r attributed t under mixe
27-35; DOI: 10 r in estimatio o varied load d mode loa
.3221/IGF-ESIS.
14.03
ana res FE com
lytical formu pectively. Th analysis thr puted using
lation and pr is discrepanc ough loadin the relation
n of K I and ing conditio ding have b
K II n in een
2 K K
2
eff K
(14)
I
II
vs
Figure 5 : Vari
ation of K II
. K I
for differe
nt applied loa
ds.
vs .
ion of K eff
F
igure 6 : Variat
for different
applied loads.
f K eff estimat in Fig.6. Th ained by the The shape o stress, which r the materia tual plastic zo y the consid lopment of I) is shown i d in each loa
Th ( ) res Th dep iso con Th pur ana = pla are
e computed m for various a ults [9, 13]. e plastic zon endent on lo -contours of stitutive mo is is different poses of the lysis. The se 36 o (Mixed m stic zone con set to zero.
agnitudes o pplied loads e shapes obt ading angle. the effective del is used fo from the ac present stud quential deve ode-I and I tour obtaine
ed by analyti e nature of v Eq. 10 is sh f the plastic causes yield l, contour plo ne that is af eration is fo crack-tip pla n Fig. 8. The d step. For s
cal and the f ariation of K own in Fig.7 zone ahead o ing according tting of the fected by str cused on th stic zone for plastic zone implicity the
inite element eff vs . (Fig.6 . This figure f a crack-tip to von Mis von Mises str ess redistribu e plastic zon various app contours in displacemen
analyses are ) is in good indicates tha by FEA has es criterion [1 ess correspo tion during p e, due to the lied loads an Fig. 8 are ob t scaling of th
plotted again agreement w t the shape o been ascerta 4]. Since, in nds to the pl lastic flow. H considerabl d typically fo tained by su e specimens
st loading a ith similar ea f plastic zon ined by plot this study ela astic zone sh owever, for y greater eas r loading an perimposing shown in Fi
ngle rlier e is ting stic ape. the e of gles the g. 8
Fig
ure 7 : The seq analyti
uential develo cal Eq. (10) fo
pment of plas r various loadi
tic zone obtain ng angles.
ed by
Fig ap
ure 8 : Sequen plied loads. N ap
tial developme umber 1,2,3,4 plied load 4, 6
nt of plastic z indicates the p , 8 and 10 kN
one for variou lastic zone fo .
s
r
31
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