Application of Cracked Triangular Specimen Subjected to Three-Point Bending for Investigating Fracture Behavior of Rock Materials
Numerical and experimental studies were performed on a new fracture test configuration called the edge cracked triangular (ECT) specimen. Using several finite-element analyses, the fracture parameters (i.e., K I , K II , and T -stress) were obtained for different combinations of modes I and II. The...
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creator | Aliha, M. R. M. Hosseinpour, Gh. R. Ayatollahi, M. R. |
description | Numerical and experimental studies were performed on a new fracture test configuration called the edge cracked triangular (ECT) specimen. Using several finite-element analyses, the fracture parameters (i.e.,
K
I
,
K
II
, and
T
-stress) were obtained for different combinations of modes I and II. The finite-element results show that the ECT specimen is able to provide pure mode I, pure mode II, and any mixed-mode loading conditions in between. Also, a series of mixed-mode fracture experiments were conducted on Neiriz marble rock using the proposed specimen. Furthermore, the generalized maximum tangential stress (GMTS) criterion was used to predict the experimental results. The GMTS criterion makes use of a three-parameter model (based on
K
I
,
K
II
, and
T
) for describing the crack tip stresses. Due to the significant positive
T
-stresses that exist in the ECT specimen, typical minimum fracture toughness values were expected to be obtained when the ECT specimen is used. The direction of fracture initiation and the path of fracture growth were also obtained theoretically using the GMTS criterion, and good agreement was observed between the experimental fracture path and theoretical simulations. The fracture study of this specimen reveals that the ECT specimen can be also used in mixed-mode fracture studies of rock materials in addition to the conventional circular or rectangular beam test samples. |
doi_str_mv | 10.1007/s00603-012-0325-z |
format | Article |
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K
I
,
K
II
, and
T
-stress) were obtained for different combinations of modes I and II. The finite-element results show that the ECT specimen is able to provide pure mode I, pure mode II, and any mixed-mode loading conditions in between. Also, a series of mixed-mode fracture experiments were conducted on Neiriz marble rock using the proposed specimen. Furthermore, the generalized maximum tangential stress (GMTS) criterion was used to predict the experimental results. The GMTS criterion makes use of a three-parameter model (based on
K
I
,
K
II
, and
T
) for describing the crack tip stresses. Due to the significant positive
T
-stresses that exist in the ECT specimen, typical minimum fracture toughness values were expected to be obtained when the ECT specimen is used. The direction of fracture initiation and the path of fracture growth were also obtained theoretically using the GMTS criterion, and good agreement was observed between the experimental fracture path and theoretical simulations. The fracture study of this specimen reveals that the ECT specimen can be also used in mixed-mode fracture studies of rock materials in addition to the conventional circular or rectangular beam test samples.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-012-0325-z</identifier><identifier>CODEN: RMREDX</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Applied sciences ; Buildings. Public works ; Civil Engineering ; Crack initiation ; Crack propagation ; Criteria ; Earth and Environmental Science ; Earth Sciences ; Exact sciences and technology ; Finite element method ; Fracture mechanics ; Geophysics/Geodesy ; Geotechnics ; Mathematical analysis ; Mathematical models ; Original Paper ; Rock ; Rocks ; Soil investigations. Testing ; Soil mechanics. Rocks mechanics</subject><ispartof>Rock mechanics and rock engineering, 2013-09, Vol.46 (5), p.1023-1034</ispartof><rights>Springer-Verlag Wien 2012</rights><rights>2015 INIST-CNRS</rights><rights>Springer-Verlag Wien 2013</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c379t-d8a9ba4ca76b980bc63871b2c4a5f043dfa41f62629fea6ad8e0a02f31aa310d3</citedby><cites>FETCH-LOGICAL-c379t-d8a9ba4ca76b980bc63871b2c4a5f043dfa41f62629fea6ad8e0a02f31aa310d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00603-012-0325-z$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00603-012-0325-z$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=27673890$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Aliha, M. R. M.</creatorcontrib><creatorcontrib>Hosseinpour, Gh. R.</creatorcontrib><creatorcontrib>Ayatollahi, M. R.</creatorcontrib><title>Application of Cracked Triangular Specimen Subjected to Three-Point Bending for Investigating Fracture Behavior of Rock Materials</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>Numerical and experimental studies were performed on a new fracture test configuration called the edge cracked triangular (ECT) specimen. Using several finite-element analyses, the fracture parameters (i.e.,
K
I
,
K
II
, and
T
-stress) were obtained for different combinations of modes I and II. The finite-element results show that the ECT specimen is able to provide pure mode I, pure mode II, and any mixed-mode loading conditions in between. Also, a series of mixed-mode fracture experiments were conducted on Neiriz marble rock using the proposed specimen. Furthermore, the generalized maximum tangential stress (GMTS) criterion was used to predict the experimental results. The GMTS criterion makes use of a three-parameter model (based on
K
I
,
K
II
, and
T
) for describing the crack tip stresses. Due to the significant positive
T
-stresses that exist in the ECT specimen, typical minimum fracture toughness values were expected to be obtained when the ECT specimen is used. The direction of fracture initiation and the path of fracture growth were also obtained theoretically using the GMTS criterion, and good agreement was observed between the experimental fracture path and theoretical simulations. The fracture study of this specimen reveals that the ECT specimen can be also used in mixed-mode fracture studies of rock materials in addition to the conventional circular or rectangular beam test samples.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Civil Engineering</subject><subject>Crack initiation</subject><subject>Crack propagation</subject><subject>Criteria</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Exact sciences and technology</subject><subject>Finite element method</subject><subject>Fracture mechanics</subject><subject>Geophysics/Geodesy</subject><subject>Geotechnics</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Original Paper</subject><subject>Rock</subject><subject>Rocks</subject><subject>Soil investigations. Testing</subject><subject>Soil mechanics. Rocks mechanics</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp1kU9rFEEQxQdRcI1-AG8NInhprf6z0zPHuCQaiChmBW9DTU_3pjez3WP3TMDc_OZW2CAieCqo96tXD15VvRTwVgCYdwWgBsVBSA5Krvndo2oltNJcr9X3x9UKjFRc1ko-rZ6Vsgcg0TSr6tfpNI3B4hxSZMmzTUZ74wa2zQHjbhkxs6vJ2XBwkV0t_d7ZmdQ5se11do5_SSHO7L2LQ4g75lNmF_HWlTnsyJE252Q3L9kRco23gXT68TXZG_YJZ0c_xvK8euJpuBcP86T6dn623Xzkl58_XGxOL7lVpp350GDbo7Zo6r5toLe1aozopdW49qDV4FELX8tatt5hjUPjAEF6JRCVgEGdVG-OvlNOPxbK2B1CsW4cMbq0lE5o3Rht2kYS-uofdJ-WHCkdUQpakFq3RIkjZXMqJTvfTTkcMP_sBHT3pXTHUjoqpbsvpbujm9cPzlgsjj5jtKH8OZSmNqppgTh55ApJcefyXwn-a_4be0SeCA</recordid><startdate>20130901</startdate><enddate>20130901</enddate><creator>Aliha, M. R. M.</creator><creator>Hosseinpour, Gh. R.</creator><creator>Ayatollahi, M. R.</creator><general>Springer Vienna</general><general>Springer</general><general>Springer Nature B.V</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20130901</creationdate><title>Application of Cracked Triangular Specimen Subjected to Three-Point Bending for Investigating Fracture Behavior of Rock Materials</title><author>Aliha, M. R. M. ; Hosseinpour, Gh. R. ; Ayatollahi, M. R.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c379t-d8a9ba4ca76b980bc63871b2c4a5f043dfa41f62629fea6ad8e0a02f31aa310d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Civil Engineering</topic><topic>Crack initiation</topic><topic>Crack propagation</topic><topic>Criteria</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Exact sciences and technology</topic><topic>Finite element method</topic><topic>Fracture mechanics</topic><topic>Geophysics/Geodesy</topic><topic>Geotechnics</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Original Paper</topic><topic>Rock</topic><topic>Rocks</topic><topic>Soil investigations. Testing</topic><topic>Soil mechanics. Rocks mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Aliha, M. R. M.</creatorcontrib><creatorcontrib>Hosseinpour, Gh. R.</creatorcontrib><creatorcontrib>Ayatollahi, M. R.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>ProQuest Science Journals</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>Rock mechanics and rock engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Aliha, M. R. M.</au><au>Hosseinpour, Gh. R.</au><au>Ayatollahi, M. R.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Application of Cracked Triangular Specimen Subjected to Three-Point Bending for Investigating Fracture Behavior of Rock Materials</atitle><jtitle>Rock mechanics and rock engineering</jtitle><stitle>Rock Mech Rock Eng</stitle><date>2013-09-01</date><risdate>2013</risdate><volume>46</volume><issue>5</issue><spage>1023</spage><epage>1034</epage><pages>1023-1034</pages><issn>0723-2632</issn><eissn>1434-453X</eissn><coden>RMREDX</coden><abstract>Numerical and experimental studies were performed on a new fracture test configuration called the edge cracked triangular (ECT) specimen. Using several finite-element analyses, the fracture parameters (i.e.,
K
I
,
K
II
, and
T
-stress) were obtained for different combinations of modes I and II. The finite-element results show that the ECT specimen is able to provide pure mode I, pure mode II, and any mixed-mode loading conditions in between. Also, a series of mixed-mode fracture experiments were conducted on Neiriz marble rock using the proposed specimen. Furthermore, the generalized maximum tangential stress (GMTS) criterion was used to predict the experimental results. The GMTS criterion makes use of a three-parameter model (based on
K
I
,
K
II
, and
T
) for describing the crack tip stresses. Due to the significant positive
T
-stresses that exist in the ECT specimen, typical minimum fracture toughness values were expected to be obtained when the ECT specimen is used. The direction of fracture initiation and the path of fracture growth were also obtained theoretically using the GMTS criterion, and good agreement was observed between the experimental fracture path and theoretical simulations. The fracture study of this specimen reveals that the ECT specimen can be also used in mixed-mode fracture studies of rock materials in addition to the conventional circular or rectangular beam test samples.</abstract><cop>Vienna</cop><pub>Springer Vienna</pub><doi>10.1007/s00603-012-0325-z</doi><tpages>12</tpages></addata></record> |
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subjects | Applied sciences Buildings. Public works Civil Engineering Crack initiation Crack propagation Criteria Earth and Environmental Science Earth Sciences Exact sciences and technology Finite element method Fracture mechanics Geophysics/Geodesy Geotechnics Mathematical analysis Mathematical models Original Paper Rock Rocks Soil investigations. Testing Soil mechanics. Rocks mechanics |
title | Application of Cracked Triangular Specimen Subjected to Three-Point Bending for Investigating Fracture Behavior of Rock Materials |
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