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Determination of the critical-stress-intensity factor KIc from internally pressurized thick-walled vessels

The critical-stress-intensity factor of thick-walled rock specimens is determined from the pressure at failure

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Abstract

Stable crack growth is obtained by subjecting prenotched thick-walled cylinders to internal pressure, with the bore jacketed to keep the crack faces traction free. The critical-stress-intensity factor KIc is determined from the pressure at failure. Results are presented for PMMA and a variety of rocks.

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Abbreviations

a :

inner cylinder radius (cm)

b :

outer cylinder radius (cm)

E :

Young's modulus (GPa)

G :

energy-release rate (J/m2)

ι :

nondimensional crack length

K I :

stress-intensity factor (MN/m3/2)

K I * :

nondimensional stress-intensity factor

K Ic :

critical-stress-intensity factor (MN/m3/2)

L :

crack length (cm)

p :

internal pressure (MPa)

S :

fracture-surface energy (J/m2)

W :

ratio of outer to inner radii

ν :

Poisson's ratio

R :

polar-coordinate radius

ζ :

polar-coordinate angle

σζζ (R, ζ):

normal-stress component in theζ direction

σRR (R, ζ):

normal-stress component in theR direction

References

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Clifton, R.J., Simonson, E.R., Jones, A.H. et al. Determination of the critical-stress-intensity factor KIc from internally pressurized thick-walled vessels. Experimental Mechanics 16, 233–238 (1976). https://doi.org/10.1007/BF02329274

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  • DOI: https://doi.org/10.1007/BF02329274

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