It is well known that many engineering structures and components, as well as consumer items, contain cracks or crack-like flaws. It is widely recognised that crack growth must be considered both in design and in the analysis of failures. The complete solution of a crack growth problem includes determination of the crack path. Macroscopic aspects of crack paths have been of industrial interest for a very long time. At the present state of the art the factors controlling the path taken by a crack are not completely understood. Eight brief case studies are presented. These are taken from the author’s professional and personal experience of macroscopic crack paths over many years. They have been chosen to illustrate various aspects of crack paths. One example is in a component from a major structure, three examples are in laboratory specimens, and four are in nuisance failures. Such nuisance failures cause, in total, a great deal of inconvenience and expensive, but do not normally receive much publicity.
[1]
B. Cotterell,et al.
Notes on the paths and stability of cracks
,
1966
.
[2]
L. P. Pook,et al.
Linear Elastic Fracture Mechanics for Engineers: Theory and Applications
,
2000
.
[3]
Roger Cazaud,et al.
Fatigue of metals
,
1953
.
[4]
J. Longson.
A photographic study of the origin and development of fatigue fractures in aircraft structures
,
1961
.
[5]
K. Kussmaul,et al.
Fatigue under biaxial and multiaxial loading
,
1991
.
[6]
W. Brown,et al.
Fracture Toughness Testing Methods
,
1965
.
[7]
Frederick James Britten.
The Watch & Clock Makers' Handbook, Dictionary, and Guide
,
2010
.
[8]
L. P. Pook,et al.
The effect of crack angle on fracture toughness
,
1971
.
[9]
S. Melin.
Why do cracks avoid each other?
,
1983
.