Numerical analysis of the influence of sample stiffness and plate shape in the Brazilian test

Due to the heterogeneity of rocks, their tensile strength is around 10% of their compressive strength, which means that breakage is mainly caused by tensile stress. The measure of tensile stress is very difficult due to rock fragility, so it has usually been measured by indirect measurement methods...

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Autores:
Álvarez Fernández, Martina Inmaculada
González Nicieza, Celestino
Prendes Gero, Maria Belén
García-Menéndez, José Ramón
Peñas Espinosa, Juan Carlos
Suarez Dominguez, Francisco José
Tipo de recurso:
Article of journal
Fecha de publicación:
2015
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/60616
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/60616
http://bdigital.unal.edu.co/58948/
Palabra clave:
62 Ingeniería y operaciones afines / Engineering
Brazilian test
test monitoring
numerical simulation.
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
Description
Summary:Due to the heterogeneity of rocks, their tensile strength is around 10% of their compressive strength, which means that breakage is mainly caused by tensile stress. The measure of tensile stress is very difficult due to rock fragility, so it has usually been measured by indirect measurement methods , including the Brazilian test. However, recent works indicate that the tensile strength values obtained through the Brazilian test must be increased by almost 26%. To understand this divergence, indirect tensile tests have been monitored. The aim is to know the material deformation and load increase by means of stepwise regression. Stress fields in slightly deformed samples are analyzed and modeled (3D finite differences) with loads applied on flat and curved plates and different Young's modulus. Finally, the results are analyzed and compared with strength values reported using Timoshenko theory and Hondros' approximation.