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Effect
of Specimen Geometry and Testing Method on Mixed Mode I–II
Fracture Toughness of a Limestone Rock from Saudi Arabia
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Effect of Specimen
Geometry and Testing Method on Mixed Mode I–II Fracture
Toughness of a Limestone Rock from Saudi Arabia
K. Khan1 and N.
A. Al-Shayea2
(1) |
Petroleum Engineering
Section, Research Institute, |
(2) |
Department of Civil
Engineering, King Fahd University of Petroleum and
Minerals, Dhahran, Saudi Arabia,
SA |
Summary The effect of
testing method and specimen geometry such as diameter,
thickness, and crack length and type on measured fracture
toughness was investigated using specimens collected from a
limestone rock formation outcropping in the Central Province
of Saudi Arabia. Straight Edge Cracked Round Bar Bend
(SECRBB), semicircular disk specimens under three point
bending, and Brazilian disk specimens under diametrical
compression were used in this investigation. SECRBB specimens
were used for the Mode-I study, and notched Brazilian disk and
semicircular specimens were used for the mixed Mode I–II
study. The results show that specimen diameter and crack type
have a substantial influence on the measured fracture
toughness; however, loading rate, crack size, and specimen
thickness seem to have a negligible effect on the fracture
toughness. Mode-I fracture toughness is significantly
influenced by specimen diameter and crack type, while their
effects on Mode-II fracture toughness are generally
negligible. The different specimens (SECRBB, Brazilian disk,
and semicircular) can give comparable results only when the
proper span to diameter ratio is used. The Brazilian disk with
a straight notch was found to be the most convenient geometry
to use for fracture toughness determination. A simple method
of making a precise notch inside the disk is presented, using
the combination of a drilling machine and a wire saw.
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