— David Wagner 2009/10/07 12:42
ME 5463-001 Fracture Mechanics, Homework #10
Exercise 4.6 For 2h = W and 2a / W = 0.5, determine the geometric stress intesity factor(s) for the problem posed in Exercise 4.5 by the boundary collocation method. Let P / t = 500 lb/in.
For an infinite body,
. [This was given in Exercise 3.12, and can be found in Appendix C, Case 5.11.]
K depends on only the first term (j=J=0) of this expansion.
Because of symmetry, K_A = K_B, so delta can be
, and
;
at y=0, z=x, so
=
=
=
.
Since all these terms are real,
,
where A_0 is found by satisfying static equilibrium,
.
Assuming higher terms are complex or not significant,
⇒
=
=
=
Substitute in the given values and solve for A_0.
…