Cohesion is defined as the shear strength of material when compressive stress is zero. This article presents a new method for the experimental determination of cohesion at pre-set angles of shear deformation. Specially designed moulds are created to force deformation at fixed pre-set values of angle with respect to normal stress. Testing is performed on series of concrete blocks of different strengths. From the compressive side, cohesion is determined from the extrapolation of the linear Mohr–Coulomb (MC) model, as the intercept on the shear stress axis. From the tensile stress side (from the left), cohesion is obtained using the Brazilian test results: first, indirect tensile strength of material is measured, then Mohr circle diagram values are calculated and cohesion is determined as the value of shear stress on the Mohr circle where normal stress ( )t = 0. A hypothesis is made that cohesion is the common point between two tests. In the numerical part, a theory of ultimate load is ap...plied to model Brazilian test using the angle of shear friction from the MC model. Matching experimental and numerical results confirm that the proposed procedure is applicable in numerical analysis.
Keywords:
cohesion / angle of shear deformation / Mohr–Coulomb model / induced tensile strength / concrete samples / Brazilian test / finite element method (FEM)
TY - JOUR
AU - Леловић, Селимир В.
AU - Васовић, Д.
PY - 2020
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2412
AB - Cohesion is defined as the shear strength of material when compressive stress is zero. This article presents a new method for the experimental determination of cohesion at pre-set angles of shear deformation. Specially designed moulds are created to force deformation at fixed pre-set values of angle with respect to normal stress. Testing is performed on series of concrete blocks of different strengths. From the compressive side, cohesion is determined from the extrapolation of the linear Mohr–Coulomb (MC) model, as the intercept on the shear stress axis. From the tensile stress side (from the left), cohesion is obtained using the Brazilian test results: first, indirect tensile strength of material is measured, then Mohr circle diagram values are calculated and cohesion is determined as the value of shear stress on the Mohr circle where normal stress ( )t = 0. A hypothesis is made that cohesion is the common point between two tests. In the numerical part, a theory of ultimate load is applied to model Brazilian test using the angle of shear friction from the MC model. Matching experimental and numerical results confirm that the proposed procedure is applicable in numerical analysis.
T2 - Crystals / MDPI
T1 - Determination of Mohr-Coulomb Parameters for Modelling of Concrete
VL - 10
DO - 10.3390/cryst10090808
ER -
@article{
author = "Леловић, Селимир В. and Васовић, Д.",
year = "2020",
abstract = "Cohesion is defined as the shear strength of material when compressive stress is zero. This article presents a new method for the experimental determination of cohesion at pre-set angles of shear deformation. Specially designed moulds are created to force deformation at fixed pre-set values of angle with respect to normal stress. Testing is performed on series of concrete blocks of different strengths. From the compressive side, cohesion is determined from the extrapolation of the linear Mohr–Coulomb (MC) model, as the intercept on the shear stress axis. From the tensile stress side (from the left), cohesion is obtained using the Brazilian test results: first, indirect tensile strength of material is measured, then Mohr circle diagram values are calculated and cohesion is determined as the value of shear stress on the Mohr circle where normal stress ( )t = 0. A hypothesis is made that cohesion is the common point between two tests. In the numerical part, a theory of ultimate load is applied to model Brazilian test using the angle of shear friction from the MC model. Matching experimental and numerical results confirm that the proposed procedure is applicable in numerical analysis.",
journal = "Crystals / MDPI",
title = "Determination of Mohr-Coulomb Parameters for Modelling of Concrete",
volume = "10",
doi = "10.3390/cryst10090808"
}
Леловић, С. В.,& Васовић, Д.. (2020). Determination of Mohr-Coulomb Parameters for Modelling of Concrete. in Crystals / MDPI, 10.
https://doi.org/10.3390/cryst10090808
Леловић СВ, Васовић Д. Determination of Mohr-Coulomb Parameters for Modelling of Concrete. in Crystals / MDPI. 2020;10.
doi:10.3390/cryst10090808 .
Леловић, Селимир В., Васовић, Д., "Determination of Mohr-Coulomb Parameters for Modelling of Concrete" in Crystals / MDPI, 10 (2020),
https://doi.org/10.3390/cryst10090808 . .
