Abstract
The applicability of a new test method involving semi-circular (truncated) Brazilian disc specimens is examined in this study to effectively eliminate the unwanted high shear stresses at the loading points, as well as the multiple cracking that commonly occurs in the testing of standard Brazilian dicks comprising hard and brittle materials. A series of tests with a wide range of hard and brittle materials, including various types of rocks and ceramics, was carried out. In all tests performed, a single straight plane of fracture was observed. Through finite element numerical modelling and high-speed photography of the fracture process, the rupture mechanism was further confirmed to be the result of an indirect tensile stress induced inside the specimens. Based on the results, it is concluded that truncated Brazilian specimens can conveniently be adopted to determine the tensile strength of a target material, rather than the standard disc profiles in which catastrophic local cracking makes the procedure unreliable.
Original language | English |
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Title of host publication | 51st US Rock Mechanics / Geomechanics Symposium 2017 |
Editors | Haiyang Huang |
Place of Publication | Alexandria VA USA |
Publisher | American Rock Mechanics Association (ARMA) |
Pages | 2983-2987 |
Number of pages | 5 |
ISBN (Electronic) | 9781510857582 |
Publication status | Published - 1 Jan 2017 |
Externally published | Yes |
Event | US Rock Mechanics / Geomechanics Symposium 2017 - San Francisco, United States of America Duration: 25 Jun 2017 → 28 Jun 2017 Conference number: 51st https://www.onepetro.org/conferences/ARMA/ARMA17 |
Conference
Conference | US Rock Mechanics / Geomechanics Symposium 2017 |
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Country/Territory | United States of America |
City | San Francisco |
Period | 25/06/17 → 28/06/17 |
Internet address |