Section 7.4.1.0. Structural Parameter Verification Techniques
The
current analytical procedures for developing the stress-intensity factor (K)
associated with two-dimensional structural geometries have been extensively
verified. The verification of the tools
required to solve three-dimensional structural geometry problems, however, is
still receiving major attention. This
subsection reviews the experimental techniques utilized to verify the
analytical procedures for obtaining stress-intensity factors for two- and three-dimensional
geometries.
For
the two-dimensional crack geometries, the engineer has the opportunity to
employ four different types of experimental tests to verify the
stress-intensity factor solution for the given problem: compliance (displacement/load) measurements
[Bubsey, et al., 1973], moiré fringe techniques [Kiu & Ke, 1975],
photoelastic procedures [Kobayashi, 1973], and crack growth rate testing [James
& Anderson, 1969]. In the realm of
the three-dimensional problem, only two of the above tests can be relied
upon: photoelastic procedures [Smith,
1975], and crack growth rate testing [Grandt & Sinclair, 1972; Grandt &
Hinnerichs, 1974].