Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test
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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, employi...ng step-by-step
integration procedure for solving the boundary value problem.
Кључне речи:
Angle of internal friction / Cohesion / Concrete / Finite element method (FEM) / Indirect tensile strength / Mohr-CoulombИзвор:
Tehnički Vjesnik, 2019, 26, 2, 412-419Издавач:
- Faculty of Mechanical Engineering in Slavonski Brod
- Faculty of Electrical Engineering in Osijek
- Faculty of Civil Engineering in Osijek
Институција/група
Arhitektonski fakultetTY - JOUR AU - Lelović, Selimir AU - Vasović, Dejan AU - Stojić, Dragoslav PY - 2019 UR - https://raf.arh.bg.ac.rs/handle/123456789/1101 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. PB - Faculty of Mechanical Engineering in Slavonski Brod PB - Faculty of Electrical Engineering in Osijek PB - Faculty of Civil Engineering in Osijek T2 - Tehnički Vjesnik T1 - Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test VL - 26 IS - 2 SP - 412 EP - 419 UR - https://hdl.handle.net/21.15107/rcub_raf_1101 ER -
@article{ author = "Lelović, Selimir and Vasović, Dejan and Stojić, Dragoslav", 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.", publisher = "Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek", journal = "Tehnički Vjesnik", title = "Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test", volume = "26", number = "2", pages = "412-419", url = "https://hdl.handle.net/21.15107/rcub_raf_1101" }
Lelović, S., Vasović, D.,& Stojić, D.. (2019). Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. in Tehnički Vjesnik Faculty of Mechanical Engineering in Slavonski Brod., 26(2), 412-419. https://hdl.handle.net/21.15107/rcub_raf_1101
Lelović S, Vasović D, Stojić D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. in Tehnički Vjesnik. 2019;26(2):412-419. https://hdl.handle.net/21.15107/rcub_raf_1101 .
Lelović, Selimir, Vasović, Dejan, Stojić, Dragoslav, "Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test" in Tehnički Vjesnik, 26, no. 2 (2019):412-419, https://hdl.handle.net/21.15107/rcub_raf_1101 .