Identification of Bimodular Material Parameters via a Semi-Closed Form Solution of the Brazilian Test
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11340-024-01058-w.pdf
Reference30 articles.
1. ISRM (1978) Suggested methods for determining tensile strength of rock materials part 2: suggested method for determining indirect tensile strength by the Brazil test. Int J Rock Mech Min Sci 15:99–103
2. Li D, Wong LNY (2013) The Brazilian disc test for rock mechanics applications: review and new insights. Rock Mech Rock Eng 46:269–287. https://doi.org/10.1007/s00603-012-0257-7
3. García VJ, García VJ, Márquez CO, Zúñiga-Suárez AR, Zuñiga-Torres BC, Villalta-Granda LJ (2017) Brazilian test of concrete specimens subjected to different loading geometries: review and new insights. Int J Concr Struct Mater 11:343–363. https://doi.org/10.1007/s40069-017-0194-7
4. Kourkoulis SK, Markides CF, Chatzistergos P (2012) The Brazilian disc under parabolically varying load: theoretical and experimental study of the displacement field. Int J Solids Struct 49:959–972. https://doi.org/10.1016/j.ijsolstr.2011.12.013
5. Wang T, Ye J (2023) Numerical analysis of bending property of bi-modulus materials and a new method for measurement of tensile elastic modulus. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2023.03.003
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