Stress-deformed state of cylindrical specimens during indirect tensile strength testing

In this study, the interaction between cylindrical specimen made of homogeneous, isotropic, and linearly elastic material and loading jaws of any curvature is considered in the Brazilian test. It is assumed that the specimen is diametrically compressed by elliptic normal contact stresses. The fricti...

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Main Author: Levan Japaridze
Format: Article
Language:English
Published: Elsevier 2015-10-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775515000815
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spelling doaj-1dcc5d03a76f499b86a96c5d85a28a102020-11-24T20:57:43ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552015-10-017550951810.1016/j.jrmge.2015.06.006Stress-deformed state of cylindrical specimens during indirect tensile strength testingLevan JaparidzeIn this study, the interaction between cylindrical specimen made of homogeneous, isotropic, and linearly elastic material and loading jaws of any curvature is considered in the Brazilian test. It is assumed that the specimen is diametrically compressed by elliptic normal contact stresses. The frictional contact stresses between the specimen and platens are neglected. The analytical solution starts from the contact problem of the loading jaws of any curvature and cylindrical specimen. The contact width, corresponding loading angle (2θ0), and elliptical stresses obtained through solution of the contact problems are used as boundary conditions for a cylindrical specimen. The problem of the theory of elasticity for a cylinder is solved using Muskhelishvili's method. In this method, the displacements and stresses are represented in terms of two analytical functions of a complex variable. In the main approaches, the nonlinear interaction between the loading bearing blocks and the specimen as well as the curvature of their surfaces and the elastic parameters of their materials are taken into account. Numerical examples are solved using MATLAB to demonstrate the influence of deformability, curvature of the specimen and platens on the distribution of the normal contact stresses as well as on the tensile and compressive stresses acting across the loaded diameter. Derived equations also allow calculating the modulus of elasticity, total deformation modulus and creep parameters of the specimen material based on the experimental data of radial contraction of the specimen.http://www.sciencedirect.com/science/article/pii/S1674775515000815Brazilian test methodAnalytical solutionElliptical contact stressesCurved bearing platesTensile strength
collection DOAJ
language English
format Article
sources DOAJ
author Levan Japaridze
spellingShingle Levan Japaridze
Stress-deformed state of cylindrical specimens during indirect tensile strength testing
Journal of Rock Mechanics and Geotechnical Engineering
Brazilian test method
Analytical solution
Elliptical contact stresses
Curved bearing plates
Tensile strength
author_facet Levan Japaridze
author_sort Levan Japaridze
title Stress-deformed state of cylindrical specimens during indirect tensile strength testing
title_short Stress-deformed state of cylindrical specimens during indirect tensile strength testing
title_full Stress-deformed state of cylindrical specimens during indirect tensile strength testing
title_fullStr Stress-deformed state of cylindrical specimens during indirect tensile strength testing
title_full_unstemmed Stress-deformed state of cylindrical specimens during indirect tensile strength testing
title_sort stress-deformed state of cylindrical specimens during indirect tensile strength testing
publisher Elsevier
series Journal of Rock Mechanics and Geotechnical Engineering
issn 1674-7755
publishDate 2015-10-01
description In this study, the interaction between cylindrical specimen made of homogeneous, isotropic, and linearly elastic material and loading jaws of any curvature is considered in the Brazilian test. It is assumed that the specimen is diametrically compressed by elliptic normal contact stresses. The frictional contact stresses between the specimen and platens are neglected. The analytical solution starts from the contact problem of the loading jaws of any curvature and cylindrical specimen. The contact width, corresponding loading angle (2θ0), and elliptical stresses obtained through solution of the contact problems are used as boundary conditions for a cylindrical specimen. The problem of the theory of elasticity for a cylinder is solved using Muskhelishvili's method. In this method, the displacements and stresses are represented in terms of two analytical functions of a complex variable. In the main approaches, the nonlinear interaction between the loading bearing blocks and the specimen as well as the curvature of their surfaces and the elastic parameters of their materials are taken into account. Numerical examples are solved using MATLAB to demonstrate the influence of deformability, curvature of the specimen and platens on the distribution of the normal contact stresses as well as on the tensile and compressive stresses acting across the loaded diameter. Derived equations also allow calculating the modulus of elasticity, total deformation modulus and creep parameters of the specimen material based on the experimental data of radial contraction of the specimen.
topic Brazilian test method
Analytical solution
Elliptical contact stresses
Curved bearing plates
Tensile strength
url http://www.sciencedirect.com/science/article/pii/S1674775515000815
work_keys_str_mv AT levanjaparidze stressdeformedstateofcylindricalspecimensduringindirecttensilestrengthtesting
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