Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem
The common failure forms in the uniaxial compression test of standard cylindrical rock specimens are symmetric cone failure and splitting failure. In the past, two kinds of failure forms were explained from the plane problems of elasticity theory. However, there was a lack of research based on space...
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Format: | Article |
Language: | English |
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Wiley
2021-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2021/8813115 |
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author | Jianguang Li Yanchun Wang Chuanqi Su |
author_facet | Jianguang Li Yanchun Wang Chuanqi Su |
author_sort | Jianguang Li |
collection | DOAJ |
description | The common failure forms in the uniaxial compression test of standard cylindrical rock specimens are symmetric cone failure and splitting failure. In the past, two kinds of failure forms were explained from the plane problems of elasticity theory. However, there was a lack of research based on space problems. In this paper, based on spatial axisymmetric elastic mechanics theory, three-dimensional stress function is constructed for the cylindrical rock specimen under uniform axial compression by adopting the semi-inverse method. According to the stress function, the stress components and the principal stress are deduced when considering the end effect. The failure form is speculated, which can well explain the two common types of damage in uniaxial compression. This work may enrich the basic research of rock mechanics. |
format | Article |
id | doaj-art-9633246a52cc46f6b26456a87b66c80a |
institution | Kabale University |
issn | 1070-9622 1875-9203 |
language | English |
publishDate | 2021-01-01 |
publisher | Wiley |
record_format | Article |
series | Shock and Vibration |
spelling | doaj-art-9633246a52cc46f6b26456a87b66c80a2025-02-03T06:46:43ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/88131158813115Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric ProblemJianguang Li0Yanchun Wang1Chuanqi Su2College of Mechanical and Electronic Engineering, Qingdao University of Science and Technology, Qingdao, ChinaCollege of Mechanical and Electronic Engineering, Qingdao University of Science and Technology, Qingdao, ChinaCollege of Mechanical and Electronic Engineering, Qingdao University of Science and Technology, Qingdao, ChinaThe common failure forms in the uniaxial compression test of standard cylindrical rock specimens are symmetric cone failure and splitting failure. In the past, two kinds of failure forms were explained from the plane problems of elasticity theory. However, there was a lack of research based on space problems. In this paper, based on spatial axisymmetric elastic mechanics theory, three-dimensional stress function is constructed for the cylindrical rock specimen under uniform axial compression by adopting the semi-inverse method. According to the stress function, the stress components and the principal stress are deduced when considering the end effect. The failure form is speculated, which can well explain the two common types of damage in uniaxial compression. This work may enrich the basic research of rock mechanics.http://dx.doi.org/10.1155/2021/8813115 |
spellingShingle | Jianguang Li Yanchun Wang Chuanqi Su Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem Shock and Vibration |
title | Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem |
title_full | Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem |
title_fullStr | Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem |
title_full_unstemmed | Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem |
title_short | Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem |
title_sort | uniaxial compression mechanical analysis of cylindrical rock specimens based on space axisymmetric problem |
url | http://dx.doi.org/10.1155/2021/8813115 |
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