Potential fracture paths for cracked rocks under compressive-shear loading
An energy-based model on multiple cracks initiation from a crack tip has been proposed to capture the physical process of fracture, which can be used to predict and analyse the fracture behaviours of cracked rocks and rock-model materials under compressive-shear loading. The conservation law has bee...
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Veröffentlicht in: | International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2020-04, Vol.128, p.104216, Article 104216 |
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container_title | International journal of rock mechanics and mining sciences (Oxford, England : 1997) |
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creator | Xie, Y.J. Duo, Y.L. Yuan, H. |
description | An energy-based model on multiple cracks initiation from a crack tip has been proposed to capture the physical process of fracture, which can be used to predict and analyse the fracture behaviours of cracked rocks and rock-model materials under compressive-shear loading. The conservation law has been explored utilizing a partial integral path, from which an analytical solution of the energy release rate for multiple cracks initiation from a crack tip has been founded. Some underlying fracture behaviours on cracks initiation from a crack tip, including the crack kinking, side-branching, branching and tri-branching, have been theoretically investigated, which implies actually a degree of instability on a cracked rock under compressive-shear loading. The K-based criteria and fracture toughness for crack kinking, side-branching, branching and tri-branching have been defined. The predictions based on present modelling should help to refresh the understanding of some important experimental observations, such as so called wing cracks and secondary cracks observed in the experiments of cracked rock under compressive loading. As an alternative solution, the energy-based driving mechanism behind complex fracture phenomenon have been suggested. |
doi_str_mv | 10.1016/j.ijrmms.2020.104216 |
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The conservation law has been explored utilizing a partial integral path, from which an analytical solution of the energy release rate for multiple cracks initiation from a crack tip has been founded. Some underlying fracture behaviours on cracks initiation from a crack tip, including the crack kinking, side-branching, branching and tri-branching, have been theoretically investigated, which implies actually a degree of instability on a cracked rock under compressive-shear loading. The K-based criteria and fracture toughness for crack kinking, side-branching, branching and tri-branching have been defined. The predictions based on present modelling should help to refresh the understanding of some important experimental observations, such as so called wing cracks and secondary cracks observed in the experiments of cracked rock under compressive loading. 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As an alternative solution, the energy-based driving mechanism behind complex fracture phenomenon have been suggested.</description><subject>Alternative energy sources</subject><subject>Branching</subject><subject>Crack branching</subject><subject>Crack initiation</subject><subject>Crack kinking</subject><subject>Crack tips</subject><subject>Cracks</subject><subject>Energy</subject><subject>Energy release rate</subject><subject>Exact solutions</subject><subject>Fracture toughness</subject><subject>Kinking</subject><subject>Multiple crack initiation</subject><subject>Rocks</subject><subject>Shear</subject><issn>1365-1609</issn><issn>1873-4545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9kE9LxDAQxYMouK5-Aw8Fz12TNE3SiyCLf1nQg55DNpm46W6bmrQLfntb6tnTDI_33jA_hK4JXhFM-G298nVsmrSimE4So4SfoAWRoshZycrTcS94mROOq3N0kVKNMeaUiwV6fQ89tL3Xh8xFbfohQtbpfpcyF2JmRmkPNovB7FM2tBZGLTRdhJT8EfK0Ax2zQ9DWt1-X6MzpQ4Krv7lEn48PH-vnfPP29LK-3-S6KEWfMwKmrKysaEW32mkujaBaCsapsNJUTmqBmZRa4i3XThSSMG2cFNbKkgApluhm7u1i-B4g9aoOQ2zHk4oyxgjGhShHF5tdJoaUIjjVRd_o-KMIVhM1VauZmpqoqZnaGLubYzB-cPQQVTIeWgPWRzC9ssH_X_ALeut3ug</recordid><startdate>202004</startdate><enddate>202004</enddate><creator>Xie, Y.J.</creator><creator>Duo, Y.L.</creator><creator>Yuan, H.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>202004</creationdate><title>Potential fracture paths for cracked rocks under compressive-shear loading</title><author>Xie, Y.J. ; Duo, Y.L. ; Yuan, H.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a357t-41ec59d89292bafa68c72a874627d8c9f8a70488a80b6af73814acf87dd851e13</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Alternative energy sources</topic><topic>Branching</topic><topic>Crack branching</topic><topic>Crack initiation</topic><topic>Crack kinking</topic><topic>Crack tips</topic><topic>Cracks</topic><topic>Energy</topic><topic>Energy release rate</topic><topic>Exact solutions</topic><topic>Fracture toughness</topic><topic>Kinking</topic><topic>Multiple crack initiation</topic><topic>Rocks</topic><topic>Shear</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xie, Y.J.</creatorcontrib><creatorcontrib>Duo, Y.L.</creatorcontrib><creatorcontrib>Yuan, H.</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xie, Y.J.</au><au>Duo, Y.L.</au><au>Yuan, H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Potential fracture paths for cracked rocks under compressive-shear loading</atitle><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle><date>2020-04</date><risdate>2020</risdate><volume>128</volume><spage>104216</spage><pages>104216-</pages><artnum>104216</artnum><issn>1365-1609</issn><eissn>1873-4545</eissn><abstract>An energy-based model on multiple cracks initiation from a crack tip has been proposed to capture the physical process of fracture, which can be used to predict and analyse the fracture behaviours of cracked rocks and rock-model materials under compressive-shear loading. The conservation law has been explored utilizing a partial integral path, from which an analytical solution of the energy release rate for multiple cracks initiation from a crack tip has been founded. Some underlying fracture behaviours on cracks initiation from a crack tip, including the crack kinking, side-branching, branching and tri-branching, have been theoretically investigated, which implies actually a degree of instability on a cracked rock under compressive-shear loading. The K-based criteria and fracture toughness for crack kinking, side-branching, branching and tri-branching have been defined. The predictions based on present modelling should help to refresh the understanding of some important experimental observations, such as so called wing cracks and secondary cracks observed in the experiments of cracked rock under compressive loading. 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source | ScienceDirect Journals (5 years ago - present) |
subjects | Alternative energy sources Branching Crack branching Crack initiation Crack kinking Crack tips Cracks Energy Energy release rate Exact solutions Fracture toughness Kinking Multiple crack initiation Rocks Shear |
title | Potential fracture paths for cracked rocks under compressive-shear loading |
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