f&t. Appl. .&pg Sci. Vol. 22, No. 3. pp. 333341, Printed in Gnat .Bntain.
INTERACTION
1984 0
002iS7225/84 $3.00 + .OO 1984 Pergamon Press Ltd.
BETWEEN AN EDGE DISLOCATION AND A SEMI-CIRCULAR CUT ON STRAIGHT BOUNDARY
S. Shioya Department of Mechanical Engineering The National Defense Academy Yokosuka, Japan
and A. Akiyama Department of Mechanical Engineering Graduate Course The National Defense Academy Yokosuka, Japan (RevisedmanuscriptreceivedSeptember10, 1983)
ABSTRACT
:
Interaction between a semi-circular cut on straight boundary and an edge dislocation, placed on the axis of symmetry, in a semi-infinite medium is investigated on the basis of Airy's stress function. The solution is constructed by considering the relation between the real edge dislocation and the imaginary one. Numerical calculations are worked out in some detail and these results are presented graphically in order to clarify the effect of above mentioned interaction.
1.
Since knowledge vacancies properties
of how the dislocations
or outer boundary of materials,
is necessary
medium.
Now two kinds of the theoretical
elastic interaction between the dislocations and the matrix.
action arises from the mutual difference
by Head
One
Ill is the problem of
and eigen strain caused by the Another is that the inter-
of elastic constants even in the
case of no misfit between the inhomogeneities was first investigated
of the mechanical
to study the effect of a semi-
of the interaction were developed.
misfit of the inhomogeneities
interact with inhomogeneities,
for understanding
it is interesting
circular cut in a semi-infinite treatment
INTRODUCTION
and the matrix.
121, who considered
The latter
an infinite elastic
medium of shear modulus Cl, for xX!, and modulus GZ for xc0 containing a straight dislocation
running parallel to the interface.
this model, the dislocation IJES Vol. 22, No. 3-J
On the basis of
is simply either repelled or attracted by the 333
334
S.SHIOYA and A. AKIYAMA Later Dundurs and Mura
inhomogeneity.
131, and Dundurs and Sendeckyj
[4]
discussed the interaction between a circular inclusion and an edge dislocation in an infinite medium.
They gave the force on the dislocation
and
showed that for certain combinations of material constants, the dislocation has a stable equilibrium position in the infinite medium near the interface. Matsuoka and K. Saito
[51, [61 also discussed the interaction between a
circular inclusion and an edge dislocation in a semi-infinite
medium.
Above all the problems are discussed as two dimensional plane strain problems.
Moreover Weeks
Lin and Mura
[?'I,Willis
[81, Comninou and Dundurs
[91, and
1101 discussed the interaction between a finite length in-
clusion and a screw dislocation.
The present study discusses the inter-
action between an edge dislocation, placed on the axis of symmetry, and a semi-circular
cut on the straight boundary, treating the problems within
the frame-work of the plane strain problem on the basis of Airy's stress function.
Results obtained by numerical calculation
certain region the interaction
indicate that for a
is very affected by the existence of a semi-
circular cut, other region is similar to the interaction between the surface or a circular hole and an edge dislocation.
2.
BASIC EQUATION
The real edge dislocation
and the image edge dislocation with Burgers
vector b, are placed at distance ih from the center of the semi-circular cut on the straight boundary as shown in Fig. 1, respectively. coordinate z and two auxiliary coordinates 1.
The relations of coordinates
z=x
z’=
4
+
iu
re iB +
=re
ie
,
The main
~1, 22, are also defined in Fig.
are given as
2,
zz
d
x.
,j
-I- iYj
=
rje’% (j=l,Zf
(-l+h
I
(1)
In the present problem, it is convenient to use Airy's stress function represented in polar coordinates.
In the absense of body forces, the Airy
stress function X must satisfy the biharmonic equation.
v4x =
0
(2)
335
Interaction betweenan edgedislocation and a semi-circular cuton straight boundary Y
1
FIG.
Coordinate
ur ,
The stress components
Systems
us and ~rswith reference to the coordinates
(r,tl)
are expressed by the formulas.
,
ur = z&+"'" r2ae2
a2x ue = z I (3)
-erg=
-
a _ar
ax
( ) rae
The boundary conditions (i)
I
t
are given as follows
at 8 = *n/2 cle=O
,
Tre= 0
(4)
I
're= 0
(5)
3.
DETERMINATION
(ii) at r = U ur = 0
By considering dislocation
OF
STRESS
FUNCTION
the relation between the edge dislocation and the image
as shown in Fig. 1 and the symmetry with respect to the x-axis,
the desired Airy stress function is given as follows
x=
DA (X0 +
xl)=
rlsin8llogrl
x, = h
c
(6)
X,) - rzsin0210gr2
+ h(sin2e2 -
i=l D,P-" sin ne + i=2 Dnp -II+* sin ne]
2h
(‘3)
S.SHIOYA and A, AKIYAMA
336 where p =T/h,
DA = -ZG.b,/(X+l).
G and $ are the shear modulus and the Poisson's x=3-4$for Equation
plane strain andX=(3-t))/fl+J)
ratio, respectively, and
for plane stress.
(7) is rewritten by using coordinate system (hn + d,p') p" sin n8
x0= h ;=1
for p
1
Considering
(9)
1
(-lfn(2n-31-l + Glrnr d in which 61,n is Kronecker's
(p,8) as follows
n =2n+2
l+f-1)"(2n+3) [ 1
delta.
that equation
(7) satisfies the boundary condition
the relations of unknown coefficients Bn and Dn in equation from equation
(8) are given
(4)
BZn_l = D2n_l , 2n BZn = (Zn+2) D2n+2 Further, considering equation
(nil) _
(10)
(lo), and using Fourier's expansion of cos2n8
and sin2n8 in the interval -n/2~8~a/2
:
4" cos2n0 C--C r p=l
(_l)P+n+l (2p_1) (2p+2n-1) (2p-2n-1)
sin2nB =- ;1&l
p+n+l f;;3-2n_l)(2P-;:-l)
cos(2p-1)8 i
L
(11)
I
the equations of determining ry condition
(41,
sin(2P-l)e
unknown coefficients
i
are given from the bounda-
(ii) as follows
(2m-2)h2m-3 + 4mh2m-l f (2m+2)A2m+l
(-l)n+m 2n(2n+2) h2n I. (2n+2m+l) (2n-2m-1) (2n-2m+l)(2n-2m+3)
++i=
(-l)n+m (2nil) (2nt2) D2n+2X + -$ I= 1
-(2n+2)
(2n+2m+3)(2n+2m+l) (2n+2m-1) (2n-2m+ll = O
(rnhl) (12)
D2m-lh
-(2m-1) = (2m+2)h2m+l + (2m+l)X2m-l
++$I
C-l)“+” 2n(2n+2)X2" (2n+2m+l)(2n-2m-l) (2n-2m+l)
+aE=,
C-1) n+m*l (2n+l) (2n+2) D2n+2h-'2n+2) (2n+2m+3)(2n+2m+l) (2n-2m+l)
To determine the unknown coefficient Dn from equations it is advantageous perturbation
to apply a method of perturbation
parameter.
(13) in the form
(rnzl) (13)
(12) and (131,
in which X=&/h is the
Now we shall seek a solution to equations
(12) and
Interaction betweenan edgedislocation and a semi-circular cuton straight boundary Dn
,E,Dn(t)
=
Substituting
Xn+t
(14)
the equation
equating the coefficients
331
(14) into equations
(12) and (13), and then
of same power of X on both sides, we obtain
(-l)n+m+1(2n+l) (2n+2)Dizi2 Y n=l
(2n+2m+3) (2n+2m+l) (2n+2m-1) (2n-2m+l)
=
5 i (2m-2)6,,2m-3+
+
4m&,,,_, +
(2m+2) gt,3mt,)
(-l)p+m 2p(2p+2) (2p+2m+1)(2p-2m-1) (2p-2m+l) (2p-2m+3) 'VP
(15)
(t) = (2m+2)6*,,,,,+ (2m+l)6t,,,-1 D2m+l
(-l)p+m 2p(2p+2) +8 71 (2p+2m+l) (2p-2m-1) (2p-2m+l) '*j2P
(-l)n+m+l(2n+l)D~~~2 +L? According
n n-1
to these relations the coefficient
determined
successively
Substituting and considering calculated
(16)
(2n+2m+3) (2n+2m+l) (2n-2m+l) Dn(t) in series
(14) can be
for t=1,2..............
the value for the unknown coefficient
the formulas
(3) the distributions
Dn into equation
of stress components
(8) are
directly.
4.
FORCE ON DISLOCATION
In the absence of applied tractions,
the interaction energy is equal
to the part of the strain energy that depends on the position of the dislocation.
In calculating the strain-energy,
evaluate
it as the work required to inject the dislocation.
it is much more convenient to Thus, the
interaction
energy for the edge dislocation with Burgers vector bx in the
x-direction
is
(17) where h is the distance between the center of cut and the dislocation, is the radius of core of dislocation,
and T Xlr
reference to the coordinates
(x,y).
is shearing stress with
6+0
S.SHIOYA and A. AKIYAMA
338
T,.#is composed of two parts as (18) The first term in equation
(18) is the eigen shear stress for an edge dislo-
cation in an infinite medium which is independent of the position of dislocut, and the second term expresses
cation with respect to the semi-circular
the interaction effected by the existence of the semi-circular
The contribution by the first term in equation
straight boundary.
should be omitted from equation
m J
W' =+b,
cut and the
(17).
Equation
(18)
(17) is rewritten as
(19)
r$dx
h+6
The force tending to move the dislocation
in the radial direction by glide
is F =
(20)
-awl/ah
It may be noted that positive F corresponds to repelling the dislocation and F less than zero signifies attracting the dislocation.
The force on
dislocation in the case of this problem is given from equation
F=-
(20)
2G.bL '1 2 2(2m+l) (2m+2)D2m+2 + 8m D2m+l (?c+l)ndhIT + 2D2 + i=,I (21)
Substituting equation
(141 to equation
(21)
the force F on dis location is
expressed as follows
F = FA
(t) At+1 3
I
(22)
in which
F, = -
2G b': (x+l)lTa
Mw
'
2 4m
D2 = O
(2t-2m-1) + E-" D2m+l m=l
N(2t+l) = 2 x 2 (2t-2m) + (2m+l) (2m+2)D2m+2 4m D2m+l m=l
5.
NUMERICAL RESULTS
The foregoing solution will be worked out in some detail.
Fig. 2 shows
interaction
Mween
an edge disfocation
and a semi-circular
Gilt
on straight baundary
the hoop stress 08 on the circular cut for various values of A. along x-and y-axes
distributions
are
shown in Figs.
339
The stress
3 and 4, respectively.
Fig. 4 also indicates that the stress converges to zero at far from the origin of cut. Now we can be evaluate the force F on dislocation and (23) using the coefficients
from equations
M ft) indicated in Table 1.
6.0 i
$ 4.0
2.0
c
-2C ~-
60
180
120 **__
FIG. 2
FIG. 3
The stress distribution circular cut
on
the
The stress distribution along x-axis
FIG. 4 The stress distribution along y-axis
(22)
340
S. SHIOYA and A. AKIYAMA TABLE 1 The values of coefficient in equation
.(t)
t 4 5 6 7 8 9 10 11 12 13 14 15 16 17
0.46225 - 0.15126 0.27066 - 0.46745 0.92969 - 0.16163 0.23501 - 0.33331 0.49699 - 0.70901 0.93100 - 0.12048 0.16002 - 0.20795
x x x x x x x x x x x x x x
10' lo3 lo3 lo3 lo3 lo4 10' lo4 lo4 104 lo4 10' lo5 105
(22)
t
.(t)
18 19 20 21 22 23 24 25 26 27 28 29 30
0.25758 - 0.31604 0.39402 - 0.48489 0.57838 - 0.68530 0.82082 - 0.97471 0.11323 - 0.13089 0.15249 - 0.17657 0.20115
x x x x x x x x x x x x x
lo5 lo5 105 10' lo5 lo5 lo5 lo5 lo6 lo6 106 lo6 lo6
FIG. 5 The force on dislocation. _-----_.
the force in the case containing an
* edge dislocation in a semi-infinite medium --
-:
the force in the case containing an edge dislocation and a circular hole in an infinite medium [3]
Fig. 5 shows that the existence of semi-circular
cut affects the force on
the dislocation for h/a<6. In particular, when the dislocation
is far away from the cut (that is h/&>6)
Interaction betweenan edgedislocation and a semi-circular cuton straight boundary
341
it converges to the case of containing an edge dislocation in a semiinfinite medium.
On the other hand, when the dislocation
the cut, the behaivior of the dislocation
is very near
is governed by the cut,
REFERENCES 1.
Cottrell, A-H., Dislocation Univ. Press (1953).
2.
Head, A.K., The Interaction of Dislocations Nag., 44, 92 (1953).
3.
Dundurs, J. and Mura, T., Interaction Between an Edge Dislocation and a Circular Inclusion, J. Mech. Phys. Solids, 12, 177 (1964)
4.
Dundurs, J. and Sendeckyj, G-P., Edge Dislocation Inside a Circular Inclusion, J. Mech. Phys. Solid, 13, 141 (1965).
5.
Matsuoka, A., Shioya, S. and Saito, K., The Elastic Interaction of an Edge Dislocation with a Circular Inclusion in a Semi-Infinite Medium (1st Report, In the Order of a Free Surface, an Inclusion and a Dislocation), Trans. Japan Sot. Mech. Engrs., 42, 3051 (1976).
5.
Saito, K., Matsuoka, A., Kuwata, T. and Shioya, S., The Elastic Interaction with a Circular Inclusion in a Semi-Infinite Medium (2nd Report, In the order of a Free Surface, a Dislocation and an Inclusion) Trans. Japan Sot. Mech. Engrs., 43, 3492 (1977).
7.
Weeks, R.W., Pati, S.R., Ashby, M.F. and Barrand, P., The Elastic Interaction between a Straight Dislocation and a Bubble or a Particle, Acta Metallury, 17, 1403 (1969).
8.
Willis, J.R., Hayns, M.R. and Bullough, R., The Dislocation Void Interaction, Proc. Roy. Sot. Lond., ser. A, 325, 121 (1972).
9.
Comninou, M. and Dundurs, J., Long-Range Interaction Between a Screw Dislocation and a Spherical Inclusion, J. Appl. Phys., 43, 2461 (1972).
10.
and Plastic Flow in Crystalls, Oxford and Boundaries, Phil.
Lin, S.C. and Mura, T., Long-Ranqe Elastic Interaction Between a Dislocation and Ellipsoidal-Inclusion in Cubic Crystals, J. Appl. Phys., 44, 1508 (1973).