Shear fracture (Mode II) of brittle rock
ABSTRACT Mode II fracture initiation and propagation plays an important role under certain loading conditions in rock fracture mechanics. Under pure tensile, pure shear, tension- and compression-shear loading, the maximum Mode I stress intensity factor, , is always larger than the maximum Mode II stress intensity factor, . For brittle materials, Mode I fracture toughness, KIC, is usually smaller than Mode II fracture toughness, KIIC. Therefore, reaches KIC before reaches KIIC, which inevitably leads to Mode I fracture. Due to inexistence of Mode II fracture under pure shear, tension- and compression-shear loading, classical mixed mode fracture criteria can only predict Mode I fracture but not Mode II fracture. A new mixed mode fracture criterion has been established for predicting Mode I or Mode II fracture of brittle materials. It is based on the examination of Mode I and Mode II stress intensity factors on the arbitrary plane θ,KI(θ) and KII(θ), varying with θ(−180°⩽θ⩽+180°), no matter what kind of loading condition is applied. Mode I fracture occurs when or and at θIC. Mode II fracture occurs when and at θIIC. The validity of the new criterion is demonstrated by experimental results of shear-box testing.Shear-box test of cubic specimen is a potential method for determining Mode II fracture toughness KIIC of rock since it can create a favorable condition for Mode II fracture, i.e. is always 2–3 times larger than and reaches KIIC before reaches KIC. The size effect on KIIC for single- and double-notched specimens has been studied for different specimen thickness B, dimensionless notch length a/W (or 2a/W) and notch inclination angle α. The test results show that KIIC decreases as B increases and becomes a constant when B is equal to or larger than W for both the single- and double-notched specimens. When a/W (or 2a/W) increases, KIIC decreases and approaches a limit. The α has a minor effect on KIIC when α is within 65–75°. Specimen dimensions for obtaining a reliable and reproducible value of KIIC under shear-box testing are presented. Numerical results demonstrate that under the shear-box loading condition, tensile stress around the notch tip can be effectively restrained by the compressive loading. At peak load, the maximum normal stress is smaller than the tensile strength of rock, while the maximum shear stress is larger than the shear strength in the presence of compressive stress, which results in shear failure.
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ABSTRACT: The mode II fracture toughness and strength due to shear stress are important parameters in the stability of caprock and injection zone with application to geological sequestration of carbon dioxide. In this research, a short beam compression test has been used to determine the shear strength and the mode II fracture toughness for Coconino sandstone. The average value of the shear strength and mode II fracture toughness are estimated to be 23.53 MPa and 1.58 MPam respectively. The stress intensity factor is suggested by finite element analysis using the displacement extrapolation method. The effect of biaxial stress and water saturation on the fracture toughness has also been investigated. The fracture toughness increases with confining stresses, but decreases by 11.4% in fully saturated condition.Journal of Korean Tunnelling and Underground Space Association. 01/2013; 15(6).
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ABSTRACT: Papers on fracture toughness of rock were surveyed. In spite of variety in methods and nations, it seemed that same rock type shows similar fracture toughness value.Journal of Korean Society For Rock Mechanics. 01/2007; 17(6).
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ABSTRACT: The failure of cracked rock masses is mainly due to the influence of both opening (mode I) and sliding (mode II) of deformation. In this paper, mixed mode I/II fracture toughness of an Iranian white marble (Harsin marble) was investigated both experimentally and theoretically. Several mixed mode fracture tests were conducted on Harsin marble using cracked semi circular bend (SCB) specimens to obtain the mixed mode fracture resistance envelope in the complete range from pure mode I to pure mode II. However, the experimental results were not consistent with the classical mixed mode brittle fracture criteria. It was demonstrated that the low fracture resistance of the tested rock was mainly due to the influence of large positive T-stresses that exist in the SCB specimen when the specimen is subjected to mixed mode loading. It was also shown that the GMTS criterion which uses three fracture parameters i.e. KI, KII and T can provide significantly better estimates for mixed mode fracture in the Harsin marble when tested by the SCB specimens.Procedia Engineering 01/2011; 10:311–318.