Scope:
ASTM E561-10 keeps track of the toughness of a fracture as it is stably driven under increasing applied stress intensity factor K. The K-R curve can be matched with the crack driving curves for an untested shape to predict the degree of stable crack extension and the conditions required for unstable crack propagation.
Procedure:
The growing crack extension resistance KR is equal to the applied stress intensity factor K during slow stable fracturing. Continuously or progressively increased force or displacement drives the crack ahead. The approach includes two methods for determining effective crack size: direct measurement of crack size and compliance measuring technique.
Specimen size:
The specimen should be conditioned at ±0.5% of thickness.
Data:
Secant slope can be calculated by using the following formula:
(Δv/ΔP)I = (vi –vo)/Pi
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