A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary

Abstract Based on a new elastic clump model, a flexible membrane is proposed for the discrete element numerical simulations of triaxial tests. Conversional triaxial tests of sandstone under the confining pressures of 2 MPa and 8 MPa were carried out, in order to validate the effectiveness of the pro...

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Autores principales: Yan Qin, Chun Liu, Xiaoyu Zhang, Xingang Wang, Bin Shi, Yue Wang, Shang Deng
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Lenguaje:EN
Publicado: Nature Portfolio 2021
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Acceso en línea:https://doaj.org/article/e542163ab1d441469ad5d8c957e6f0e6
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spelling oai:doaj.org-article:e542163ab1d441469ad5d8c957e6f0e62021-12-02T13:34:46ZA three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary10.1038/s41598-021-84224-72045-2322https://doaj.org/article/e542163ab1d441469ad5d8c957e6f0e62021-02-01T00:00:00Zhttps://doi.org/10.1038/s41598-021-84224-7https://doaj.org/toc/2045-2322Abstract Based on a new elastic clump model, a flexible membrane is proposed for the discrete element numerical simulations of triaxial tests. Conversional triaxial tests of sandstone under the confining pressures of 2 MPa and 8 MPa were carried out, in order to validate the effectiveness of the proposed numerical simulation method. The numerical model is validated by comparing the numerical results with the test results. The deformation and failure process of numerical model is analyzed by stress–strain curves, micro fractures, displacement fields, stress fields and energy fields. The model shows an X-shape shear failure zone, of which the angle is very close to that of the test; the dip angle of most shear fractures is close to the angle of the internal friction; and there is a large amount of slipping frictional heat generated on the failure surface. During the loading process, the stress chain and stress concentration appear in the middle of the model, which lead to displacement zoning in the model. The failure of the model is associated with the growth of the micro tensile- and shear fractures. This study provides an effective tool for the macro–micro investigation of rock failure processes.Yan QinChun LiuXiaoyu ZhangXingang WangBin ShiYue WangShang DengNature PortfolioarticleMedicineRScienceQENScientific Reports, Vol 11, Iss 1, Pp 1-13 (2021)
institution DOAJ
collection DOAJ
language EN
topic Medicine
R
Science
Q
spellingShingle Medicine
R
Science
Q
Yan Qin
Chun Liu
Xiaoyu Zhang
Xingang Wang
Bin Shi
Yue Wang
Shang Deng
A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary
description Abstract Based on a new elastic clump model, a flexible membrane is proposed for the discrete element numerical simulations of triaxial tests. Conversional triaxial tests of sandstone under the confining pressures of 2 MPa and 8 MPa were carried out, in order to validate the effectiveness of the proposed numerical simulation method. The numerical model is validated by comparing the numerical results with the test results. The deformation and failure process of numerical model is analyzed by stress–strain curves, micro fractures, displacement fields, stress fields and energy fields. The model shows an X-shape shear failure zone, of which the angle is very close to that of the test; the dip angle of most shear fractures is close to the angle of the internal friction; and there is a large amount of slipping frictional heat generated on the failure surface. During the loading process, the stress chain and stress concentration appear in the middle of the model, which lead to displacement zoning in the model. The failure of the model is associated with the growth of the micro tensile- and shear fractures. This study provides an effective tool for the macro–micro investigation of rock failure processes.
format article
author Yan Qin
Chun Liu
Xiaoyu Zhang
Xingang Wang
Bin Shi
Yue Wang
Shang Deng
author_facet Yan Qin
Chun Liu
Xiaoyu Zhang
Xingang Wang
Bin Shi
Yue Wang
Shang Deng
author_sort Yan Qin
title A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary
title_short A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary
title_full A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary
title_fullStr A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary
title_full_unstemmed A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary
title_sort three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary
publisher Nature Portfolio
publishDate 2021
url https://doaj.org/article/e542163ab1d441469ad5d8c957e6f0e6
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