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Frictional crack initiation and propagation in rocks under compressive loading

•Crack growing for frictional crack surfaces have been studied in details.•Classical and Swedlow fracture criteria were used and compared in this study.•Swedlow criterion was developed under bi-axial loading condition.•Numerical code (TDCPC) was established and compared with experimental results.•Sp...

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Published in:Theoretical and applied fracture mechanics 2018-10, Vol.97, p.189-203
Main Authors: Alneasan, Mahmoud, Behnia, Mahmoud, Bagherpour, Raheb
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description •Crack growing for frictional crack surfaces have been studied in details.•Classical and Swedlow fracture criteria were used and compared in this study.•Swedlow criterion was developed under bi-axial loading condition.•Numerical code (TDCPC) was established and compared with experimental results.•Special crack element was used for modelling the crack propagation problems. Crack initiation and propagation in a brittle material such as a rock are affected by the friction between crack surfaces. Choosing an appropriate fracture criterion for frictional crack surfaces plays an important role in determining fracture parameters. To this end, a two-dimensional crack propagation code (TDCPC) was developed in this study based on the displacement discontinuity method (DDM) to predict the crack propagation path under the effect of friction. In this study, three classes of fracture criteria were defined: (1) classical fracture criteria (maximum tangential stress criterion, minimum strain energy density criterion, and maximum strain energy release rate criterion) under mixed mode loading without the effect of friction (CFC-I-II), (2) classical fracture criteria under the pure mode II (shear fracturing) without the effect of friction (CFC-II), and (3) the Swedlow criterion which takes into account the effect of friction between crack surfaces (SW-II). A special element (Swedlow-element) was developed and used in the displacement discontinuity method to predict crack trajectories under the effect of friction. The Swedlow criterion was developed to study the fracture process under bi-axial loading. Results indicated that CFC-I-II are not valid for frictional crack surfaces. Crack propagation paths predicted by CFC-II and SW-II under uniaxial loading proved that friction coefficient has a significant effect on the crack initiation angle (the first stages of the crack propagation path), and away from the crack tip, CFC-II and SW-II almost have the same path. For bi-axial loading, crack propagation paths predicted by SW-II deviate away from the original crack as friction coefficient is increased. The stress ratio (Ko) and friction coefficient have opposite effects on the crack propagation path. Crack trajectory deviates away from the original crack under the effect of friction coefficient and moves toward the original crack under the effect of the stress ratio. The present study indicated that the results predicted using TDCPC are in good agreement with the experimental and
doi_str_mv 10.1016/j.tafmec.2018.08.011
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Crack initiation and propagation in a brittle material such as a rock are affected by the friction between crack surfaces. Choosing an appropriate fracture criterion for frictional crack surfaces plays an important role in determining fracture parameters. To this end, a two-dimensional crack propagation code (TDCPC) was developed in this study based on the displacement discontinuity method (DDM) to predict the crack propagation path under the effect of friction. In this study, three classes of fracture criteria were defined: (1) classical fracture criteria (maximum tangential stress criterion, minimum strain energy density criterion, and maximum strain energy release rate criterion) under mixed mode loading without the effect of friction (CFC-I-II), (2) classical fracture criteria under the pure mode II (shear fracturing) without the effect of friction (CFC-II), and (3) the Swedlow criterion which takes into account the effect of friction between crack surfaces (SW-II). A special element (Swedlow-element) was developed and used in the displacement discontinuity method to predict crack trajectories under the effect of friction. The Swedlow criterion was developed to study the fracture process under bi-axial loading. Results indicated that CFC-I-II are not valid for frictional crack surfaces. Crack propagation paths predicted by CFC-II and SW-II under uniaxial loading proved that friction coefficient has a significant effect on the crack initiation angle (the first stages of the crack propagation path), and away from the crack tip, CFC-II and SW-II almost have the same path. For bi-axial loading, crack propagation paths predicted by SW-II deviate away from the original crack as friction coefficient is increased. The stress ratio (Ko) and friction coefficient have opposite effects on the crack propagation path. Crack trajectory deviates away from the original crack under the effect of friction coefficient and moves toward the original crack under the effect of the stress ratio. 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Crack initiation and propagation in a brittle material such as a rock are affected by the friction between crack surfaces. Choosing an appropriate fracture criterion for frictional crack surfaces plays an important role in determining fracture parameters. To this end, a two-dimensional crack propagation code (TDCPC) was developed in this study based on the displacement discontinuity method (DDM) to predict the crack propagation path under the effect of friction. In this study, three classes of fracture criteria were defined: (1) classical fracture criteria (maximum tangential stress criterion, minimum strain energy density criterion, and maximum strain energy release rate criterion) under mixed mode loading without the effect of friction (CFC-I-II), (2) classical fracture criteria under the pure mode II (shear fracturing) without the effect of friction (CFC-II), and (3) the Swedlow criterion which takes into account the effect of friction between crack surfaces (SW-II). A special element (Swedlow-element) was developed and used in the displacement discontinuity method to predict crack trajectories under the effect of friction. The Swedlow criterion was developed to study the fracture process under bi-axial loading. Results indicated that CFC-I-II are not valid for frictional crack surfaces. Crack propagation paths predicted by CFC-II and SW-II under uniaxial loading proved that friction coefficient has a significant effect on the crack initiation angle (the first stages of the crack propagation path), and away from the crack tip, CFC-II and SW-II almost have the same path. For bi-axial loading, crack propagation paths predicted by SW-II deviate away from the original crack as friction coefficient is increased. The stress ratio (Ko) and friction coefficient have opposite effects on the crack propagation path. Crack trajectory deviates away from the original crack under the effect of friction coefficient and moves toward the original crack under the effect of the stress ratio. The present study indicated that the results predicted using TDCPC are in good agreement with the experimental and numerical results of other studies.</description><subject>Classical fracture criteria</subject><subject>Closed crack situation</subject><subject>Coefficient of friction</subject><subject>Crack initiation</subject><subject>Crack propagation</subject><subject>Crack propagation path</subject><subject>Crack tips</subject><subject>Criteria</subject><subject>Discontinuity</subject><subject>Flux density</subject><subject>Fracture mechanics</subject><subject>Friction</subject><subject>Friction coefficient</subject><subject>Numerical prediction</subject><subject>Strain energy release rate</subject><subject>Stress ratio</subject><subject>Stress state</subject><subject>Swedlow criterion</subject><subject>Trajectories</subject><issn>0167-8442</issn><issn>1872-7638</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNp9UMtqwzAQFKWFpmn_oAdBz3b1tOxLoYS-ILSX3MVakoOcxHIlJ9C_r4J7Lgzsg5lhdxC6p6SkhFaPfTlBd3CmZITWJcmg9AItaK1YoSpeX6JFpqmiFoJdo5uUekKoog1foM_X6M3kwwB7bCKYHfaDnzycVxgGi8cYRtjOsx9wDGaX8HGwLmITDmN0KfmTw_sA1g_bW3TVwT65u7-6RJvXl83qvVh_vX2snteF4VxMRVt3lteSiaamlbOs5RKszDeK3LcARNatVIqLBmSjHCjTMpAEqqYysmJ8iR5m23zd99GlSffhGPMPSTPKhKoYFSqzxMwyMaQUXafH6A8QfzQl-hyc7vUcnD4Hp0kGpVn2NMtcfuDkXdTJeDcYZ310ZtI2-P8NfgEBdHjQ</recordid><startdate>201810</startdate><enddate>201810</enddate><creator>Alneasan, Mahmoud</creator><creator>Behnia, Mahmoud</creator><creator>Bagherpour, Raheb</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>201810</creationdate><title>Frictional crack initiation and propagation in rocks under compressive loading</title><author>Alneasan, Mahmoud ; Behnia, Mahmoud ; Bagherpour, Raheb</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c334t-b8fd385249816ed2b35ad50164d2bbaa058b577349a597ea7cb2a50a696c5623</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Classical fracture criteria</topic><topic>Closed crack situation</topic><topic>Coefficient of friction</topic><topic>Crack initiation</topic><topic>Crack propagation</topic><topic>Crack propagation path</topic><topic>Crack tips</topic><topic>Criteria</topic><topic>Discontinuity</topic><topic>Flux density</topic><topic>Fracture mechanics</topic><topic>Friction</topic><topic>Friction coefficient</topic><topic>Numerical prediction</topic><topic>Strain energy release rate</topic><topic>Stress ratio</topic><topic>Stress state</topic><topic>Swedlow criterion</topic><topic>Trajectories</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Alneasan, Mahmoud</creatorcontrib><creatorcontrib>Behnia, Mahmoud</creatorcontrib><creatorcontrib>Bagherpour, Raheb</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Theoretical and applied fracture mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Alneasan, Mahmoud</au><au>Behnia, Mahmoud</au><au>Bagherpour, Raheb</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Frictional crack initiation and propagation in rocks under compressive loading</atitle><jtitle>Theoretical and applied fracture mechanics</jtitle><date>2018-10</date><risdate>2018</risdate><volume>97</volume><spage>189</spage><epage>203</epage><pages>189-203</pages><issn>0167-8442</issn><eissn>1872-7638</eissn><abstract>•Crack growing for frictional crack surfaces have been studied in details.•Classical and Swedlow fracture criteria were used and compared in this study.•Swedlow criterion was developed under bi-axial loading condition.•Numerical code (TDCPC) was established and compared with experimental results.•Special crack element was used for modelling the crack propagation problems. Crack initiation and propagation in a brittle material such as a rock are affected by the friction between crack surfaces. Choosing an appropriate fracture criterion for frictional crack surfaces plays an important role in determining fracture parameters. To this end, a two-dimensional crack propagation code (TDCPC) was developed in this study based on the displacement discontinuity method (DDM) to predict the crack propagation path under the effect of friction. In this study, three classes of fracture criteria were defined: (1) classical fracture criteria (maximum tangential stress criterion, minimum strain energy density criterion, and maximum strain energy release rate criterion) under mixed mode loading without the effect of friction (CFC-I-II), (2) classical fracture criteria under the pure mode II (shear fracturing) without the effect of friction (CFC-II), and (3) the Swedlow criterion which takes into account the effect of friction between crack surfaces (SW-II). A special element (Swedlow-element) was developed and used in the displacement discontinuity method to predict crack trajectories under the effect of friction. The Swedlow criterion was developed to study the fracture process under bi-axial loading. Results indicated that CFC-I-II are not valid for frictional crack surfaces. Crack propagation paths predicted by CFC-II and SW-II under uniaxial loading proved that friction coefficient has a significant effect on the crack initiation angle (the first stages of the crack propagation path), and away from the crack tip, CFC-II and SW-II almost have the same path. For bi-axial loading, crack propagation paths predicted by SW-II deviate away from the original crack as friction coefficient is increased. The stress ratio (Ko) and friction coefficient have opposite effects on the crack propagation path. Crack trajectory deviates away from the original crack under the effect of friction coefficient and moves toward the original crack under the effect of the stress ratio. The present study indicated that the results predicted using TDCPC are in good agreement with the experimental and numerical results of other studies.</abstract><cop>Amsterdam</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.tafmec.2018.08.011</doi><tpages>15</tpages></addata></record>
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subjects Classical fracture criteria
Closed crack situation
Coefficient of friction
Crack initiation
Crack propagation
Crack propagation path
Crack tips
Criteria
Discontinuity
Flux density
Fracture mechanics
Friction
Friction coefficient
Numerical prediction
Strain energy release rate
Stress ratio
Stress state
Swedlow criterion
Trajectories
title Frictional crack initiation and propagation in rocks under compressive loading
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