The influence of structural anisotropy on the fracture toughness of S1
type freshwater ice was investigated by fabricating and testing three
different fracture geometries from a single ice core. The ice was tes
ted at -16 degrees C using the Chevron Edge Notch Round Bar in Bending
(CENRBB), a Chevron Notched Tension (CNT) specimen and the Semi-Circu
lar Bend (SCB) specimen. By this procedure, a complete anisotropic app
arent fracture toughness (K-Q) characterization is possible from one c
ore. The specimens can be prepared with very little machining. This ap
proach is therefore suitable for both field and, as in this work, labo
ratory studies. Three models are presented for computation of the stre
ss-intensity-factor expressions for these specimens. There is a wide s
catter in the K-Q results and the apparent fracture toughness was high
er for cracks perpendicular, than for cracks parallel, to the c-axis a
nd the columnar grains. Possible explanations for this ambiguous behav
ior are discussed in terms of the microstructural influences and speci
men size effects.