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Linear Elastic Fracture Mechanics Characterization of an Anisotropic Shale
The existence of bedding planes in natural shale formations makes the fracture characterization remarkably complicated. To achieve a further understanding of the anisotropic crack extension behaviors of shale using a linear elastic fracture mechanics approach, four groups of three-point bending test...
Autores principales: | , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2018
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5981205/ https://www.ncbi.nlm.nih.gov/pubmed/29855505 http://dx.doi.org/10.1038/s41598-018-26846-y |
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author | Luo, Y. Xie, H. P. Ren, L. Zhang, R. Li, C. B. Gao, C. |
author_facet | Luo, Y. Xie, H. P. Ren, L. Zhang, R. Li, C. B. Gao, C. |
author_sort | Luo, Y. |
collection | PubMed |
description | The existence of bedding planes in natural shale formations makes the fracture characterization remarkably complicated. To achieve a further understanding of the anisotropic crack extension behaviors of shale using a linear elastic fracture mechanics approach, four groups of three-point bending tests on Longmaxi shale from southeast Chongqing were conducted in this study with different bedding plane inclination angles. The fracture propagation paths were observed using a scanning electron microscope. The results indicated that cracks initiated along the bedding plane when the bedding plane inclination angle (i.e., the angle between the loading direction and the normal direction of the bedding plane) was relatively large; in contrast, cracks penetrated into the matrix and induced higher fracture toughness in cases with lower bedding plane inclination angle. Brittle fractures occurred in the tested shale, and the fracture strength was strongly dependent on the bedding plane inclination angle. Meanwhile, the stress field around the crack tip was analyzed theoretically. The results indicated that the crack tip stress field of anisotropic shale is not only determined by the stress intensity factor but also related to the elastic constants and bedding plane inclination angle. Furthermore, a criterion for determining whether a crack extends along the bedding plane was developed by distinguishing the differences in the strengths of the shale bedding and the matrix. |
format | Online Article Text |
id | pubmed-5981205 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2018 |
publisher | Nature Publishing Group UK |
record_format | MEDLINE/PubMed |
spelling | pubmed-59812052018-06-06 Linear Elastic Fracture Mechanics Characterization of an Anisotropic Shale Luo, Y. Xie, H. P. Ren, L. Zhang, R. Li, C. B. Gao, C. Sci Rep Article The existence of bedding planes in natural shale formations makes the fracture characterization remarkably complicated. To achieve a further understanding of the anisotropic crack extension behaviors of shale using a linear elastic fracture mechanics approach, four groups of three-point bending tests on Longmaxi shale from southeast Chongqing were conducted in this study with different bedding plane inclination angles. The fracture propagation paths were observed using a scanning electron microscope. The results indicated that cracks initiated along the bedding plane when the bedding plane inclination angle (i.e., the angle between the loading direction and the normal direction of the bedding plane) was relatively large; in contrast, cracks penetrated into the matrix and induced higher fracture toughness in cases with lower bedding plane inclination angle. Brittle fractures occurred in the tested shale, and the fracture strength was strongly dependent on the bedding plane inclination angle. Meanwhile, the stress field around the crack tip was analyzed theoretically. The results indicated that the crack tip stress field of anisotropic shale is not only determined by the stress intensity factor but also related to the elastic constants and bedding plane inclination angle. Furthermore, a criterion for determining whether a crack extends along the bedding plane was developed by distinguishing the differences in the strengths of the shale bedding and the matrix. Nature Publishing Group UK 2018-05-31 /pmc/articles/PMC5981205/ /pubmed/29855505 http://dx.doi.org/10.1038/s41598-018-26846-y Text en © The Author(s) 2018 Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons license, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons license and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this license, visit http://creativecommons.org/licenses/by/4.0/. |
spellingShingle | Article Luo, Y. Xie, H. P. Ren, L. Zhang, R. Li, C. B. Gao, C. Linear Elastic Fracture Mechanics Characterization of an Anisotropic Shale |
title | Linear Elastic Fracture Mechanics Characterization of an Anisotropic Shale |
title_full | Linear Elastic Fracture Mechanics Characterization of an Anisotropic Shale |
title_fullStr | Linear Elastic Fracture Mechanics Characterization of an Anisotropic Shale |
title_full_unstemmed | Linear Elastic Fracture Mechanics Characterization of an Anisotropic Shale |
title_short | Linear Elastic Fracture Mechanics Characterization of an Anisotropic Shale |
title_sort | linear elastic fracture mechanics characterization of an anisotropic shale |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5981205/ https://www.ncbi.nlm.nih.gov/pubmed/29855505 http://dx.doi.org/10.1038/s41598-018-26846-y |
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