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Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test

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2019
tv_26_2019_2_412_419.pdf (1.287Mb)
Authors
Lelović, Selimir
Stojić, Dragoslav
Vasović, Dejan
Article (Published version)
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Abstract
This paper presents determination of the Mohr-Coulomb material parameters for concrete under indirect tensile testing, design of experiments and numerical simulations. Experiments are designed to control input variables associated with inhomogeneous starting material, sample preparation and testing equipment. Statistical analysis of the experimental data is applied in order to correlate material's deformational behaviour with change in cement content. Presented paper discusses a simple method, based on experimental and theoretical framework, to determine two material parameters for concrete: cohesion (c) and angle of internal friction (φ) from indirect tensile test. Cohesion is obtained from experimental results using elastic and plastic theory of concrete deformation. Prandtl's theory is applied to obtain the angle of internal friction from measured bearing capacity and cohesion. Numerical analysis by finite-element method is used for verification of experimental results, employing st...ep-by-step integration procedure for solving the boundary value problem.

Source:
Tehnički vjesnik, 2019, 26, 2

DOI: 10.17559/TV-20180612090311

ISSN: 1330-3651

WoS: 000465518800020

[ Google Scholar ]
4
URI
https://grafar.grf.bg.ac.rs/handle/123456789/1118
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  • Radovi istraživača / Researcher's publications
  • Катедра за грађевинску геотехнику
Institution/Community
GraFar
TY  - JOUR
AU  - Lelović, Selimir
AU  - Stojić, Dragoslav
AU  - Vasović, Dejan
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1118
AB  - This paper presents determination of the Mohr-Coulomb material parameters for concrete under indirect tensile testing, design of experiments and numerical simulations. Experiments are designed to control input variables associated with inhomogeneous starting material, sample preparation and testing equipment. Statistical analysis of the experimental data is applied in order to correlate material's deformational behaviour with change in cement content. Presented paper discusses a simple method, based on experimental and theoretical framework, to determine two material parameters for concrete: cohesion (c) and angle of internal friction (φ) from indirect tensile test. Cohesion is obtained from experimental results using elastic and plastic theory of concrete deformation. Prandtl's theory is applied to obtain the angle of internal friction from measured bearing capacity and cohesion. Numerical analysis by finite-element method is used for verification of experimental results, employing step-by-step integration procedure for solving the boundary value problem.
T2  - Tehnički vjesnik
T1  - Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test
IS  - 2
VL  - 26
DO  - 10.17559/TV-20180612090311
ER  - 
@article{
author = "Lelović, Selimir and Stojić, Dragoslav and Vasović, Dejan",
year = "2019",
abstract = "This paper presents determination of the Mohr-Coulomb material parameters for concrete under indirect tensile testing, design of experiments and numerical simulations. Experiments are designed to control input variables associated with inhomogeneous starting material, sample preparation and testing equipment. Statistical analysis of the experimental data is applied in order to correlate material's deformational behaviour with change in cement content. Presented paper discusses a simple method, based on experimental and theoretical framework, to determine two material parameters for concrete: cohesion (c) and angle of internal friction (φ) from indirect tensile test. Cohesion is obtained from experimental results using elastic and plastic theory of concrete deformation. Prandtl's theory is applied to obtain the angle of internal friction from measured bearing capacity and cohesion. Numerical analysis by finite-element method is used for verification of experimental results, employing step-by-step integration procedure for solving the boundary value problem.",
journal = "Tehnički vjesnik",
title = "Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test",
number = "2",
volume = "26",
doi = "10.17559/TV-20180612090311"
}
Lelović, S., Stojić, D.,& Vasović, D.. (2019). Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. in Tehnički vjesnik, 26(2).
https://doi.org/10.17559/TV-20180612090311
Lelović S, Stojić D, Vasović D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. in Tehnički vjesnik. 2019;26(2).
doi:10.17559/TV-20180612090311 .
Lelović, Selimir, Stojić, Dragoslav, Vasović, Dejan, "Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test" in Tehnički vjesnik, 26, no. 2 (2019),
https://doi.org/10.17559/TV-20180612090311 . .

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