Static and dynamic tensile failure characteristics of rock based on splitting test of circular ring
(1. School of Resources and Safety Engineering, Central South University, Changsha 410083, China;
2. China Nerin Engineering Co., Ltd., Nanchang 330031, China)
2. China Nerin Engineering Co., Ltd., Nanchang 330031, China)
Abstract: Static and dynamic splitting tests were conducted on ring marble specimens with different internal diameters to study the tensile strength and failure modes with the change of the ratio of internal radius to external radius (ρ) under different loading rates. The results show that the dynamic tensile strength of disc rock specimen is approximately five times its static tensile strength. The failure modes of ring specimens are related to the dimension of the internal hole and loading rate. Under static loading tests, when the ratio of internal radius to external radius of the rock ring is small enough (ρ<0.3), specimens mostly split along the diametral loading line. With the increase of the ratio, the secondary cracks are formed in the direction perpendicular to the loading line. Under dynamic loading tests, specimens usually break up into four pieces. When the ratio ρ reaches 0.5, the secondary cracks are formed near the input bar. The tensile strength calculated by Hobbs’ formula is greater than the Brazilian splitting strength. The peak load and the radius ratio show a negative exponential relationship under static test. Using ring specimen to determine tensile strength of rock material is more like a test indicator rather than the material properties.
Key words: rock; circular ring; Brazilian splitting test; tensile strength; split Hopkinson pressure bar; failure pattern