Crack Paths 2012
in x.,_k
x,,+i
x.,_r
x,,+i
T ]
102,, +
02, +
2 92, +
12,
sin Mr (8)
2
#1
#1
M2
#2
n I O
The formulation of the problem shown in Figure 1 can be assessed by establishing
continuity, in terms of stress and displacement, when0 I 0 (the two materials are bonded
along the line of the crack extension), and w h e n0 I :lI7l' (cohesive crack surfaces). The
stresses at the cohesive crack tip are non-singular (because the stress intensity factors are
K 1 I K2 I 0). The above mentionedconditions can be summarisedas follows.
Cohesive frictional crack with normal cohesive separation
The following conditions need to be satisfied (6 I i 0 , two materials are bonded):
uli9:0+ = ulozoI , Ulo:0+ = vlozoI , Uyli9:0+ = UyloIOI , TzyldIo‘” = TxylozoI
(9,10,11,12)
Eqs (9) , (l0) , (11) and (12) give:
1
1
lli
#2
— > \ n ) a l n— +
I
—
— +
l
l
m [ ( —+k> \1n ) a 2 n+ +
: , u — 2 [ ( — k+2
+ +
a l n ‘ l ' b l n z g l n ‘ l ' h l n ( A n — 1)a2n+ + I — + +
Thecontinuity of u guarantees that of 5,6. For each value of A”, the asymptotic fields
in material 1 are characterized by a vector of 4 unknowns[a1,.,,a2n,b1n,b2n];
similarly, in
material 2 they are characterized by a second vector [g1,,,g2n,h1,,,h2n].
The following conditions need to be satisfied along the cohesive zone (9 I in):
O-yli9I21' : O-yl19II7r
5 TzyldIir : TrylblIIir : —p/fUyldIir
where ,uf equals the positive or negative value of the of kinetic friction coefficient, which
is assumed to be constant, and to depend on the relative sliding direction of the two crack
edges. In other words, ,uf > 0 when6 < 0 and ,uf < 0 when6 > 0.
Eqs (17) and (18) give:
(62., + 02, + 92,, + 02,) sin()\,.,
_ m )= 0
(19)
[(411 — 1)(aln + gln) + ( M+ 1X51” + hid] Sin((>\n — Dir) I 0
(20)
{19211 + h2n + ,u/f(a1n + b1n)]>\n + [—g2n + h2n + ,uf(a1n + 5119]} 005G411 I 1)7T)+
ilgln + hi1. + 11,402.. + b21014” + l—.g1n + hi1. + M01211 + b21011 Sin((/\n — 1)ir)= 0 (21)
Eqs(l9), (20) and (21) showthat the asymptotic solution is composedof two parts:
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