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313

The results are

j

i

0

1/2

1/2

1/2

0

0

0

0

1

1

(

)

2

2

c a

c

a

K

c R dc

a c R

a X R

a

σ

σ π

σ π

σ π

+

=

+

=

+ +

=

+ +

i

i

(

)

0

1/2

2

1

0

1/2

2

1

1

1/2

0

0

2 1 (

) cos

2

2

cos

( , )

c a

S

c

X

X

c

K S

c R

dc

a

c R

X

S a

X R

dX S a

I X R

X R

π

π

π

π

π

π

+

+

⎛ ⎞

=

+

=

⎜ ⎟

⎥ +

⎝ ⎠

⎛ ⎞

⎛ ⎞

=

+

=

⎜ ⎟

⎜ ⎟

⎥ +

⎝ ⎠

⎝ ⎠

(13)

The auxiliary integral

I

(

X

,

R

) is defined as follows

(

)

2

1

1

( , )

cos

X

X

X

I X R

X R

dX

X R

+

=

+

⎥ + ⎝

(14)

Substituting (13) into the equilibrium equation

S

K K

σ

=

yields

1/2

1/2

1

( , )

2

2

X R

I X R

S

σπ

+ + =

(15)

One can readily solve this equation for the loading parameter

Q

as a function of

X

and

R

. To distinguish this solution from the classic Dugdale solution (10) the subscript

D

is

used for “Dugdale” and the superscript “

d

” for “discrete”. From (15) it follows

1/2

( , )

1

2

d

D

I X R

Q

X R

=

+ +

(16)

An interesting simplification of Eq. (16) is obtained for the limiting case of small

ratios

R

/

X

. For this case the integral (14) reduces to 2

R

, and thus the Eq. (16) can be re-

written as follows

2

1

2

d

D R X

R

Q

X R

⎡ ⎤

=

⎣ ⎦

+ +

(17)

The inverse relationship can be readily provided

2

2

1

2

2

d

D X R

X Q

R

Q

⎞ + ⎜

⎡ ⎤

=

⎣ ⎦

(18)

The other interesting result is obtained for the asymptotic case of

X

>> 1, i.e., for the

situation when the fracture quantum

a

0

vanishes. When this case is tested numerically it

transpires that the Eq. (16) reduces to a form identical with the Dugdale result (10). For

X

>> 1 one gets

1

1

cos

d

D

D

X

X

Q

Q

X R

⎡ ⎤ → = ⎜

⎣ ⎦

+ ⎝

(19)

The inverse relation would agree with Eq. (10). The subscript

D

has been added to the

symbol

Q

to identify it with the Dugdale result. It is therefore justified to conclude that