Effect of High Temperature on Deformation Failure Behavior of Granite Specimen Containing a Single Fissure Under Uniaxial Compression
To investigate the role of fissure angle and heat treatment temperature on the mechanical properties and deformation failure behavior, uniaxial compression tests were carried out on granite specimens containing a single fissure. Using stress–strain curves, the peak strength, peak strain, and elastic...
Gespeichert in:
Veröffentlicht in: | Rock mechanics and rock engineering 2019-07, Vol.52 (7), p.2087-2107 |
---|---|
Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 2107 |
---|---|
container_issue | 7 |
container_start_page | 2087 |
container_title | Rock mechanics and rock engineering |
container_volume | 52 |
creator | Yang, Sheng-Qi Huang, Yan-Hua Tian, Wen-Ling Yin, Peng-Fei Jing, Hong-Wen |
description | To investigate the role of fissure angle and heat treatment temperature on the mechanical properties and deformation failure behavior, uniaxial compression tests were carried out on granite specimens containing a single fissure. Using stress–strain curves, the peak strength, peak strain, and elastic modulus of the one-fissured granite specimens were analyzed in detail. The mechanical parameters are closely related to the fissure angle and the high temperature. As the fissure angle increases from 0° to 90°, the peak strength and elastic modulus first decrease and then increase, while the peak strain increases slowly. However, the peak strength and elastic modulus first increase and then decrease, while the peak strain first decreases and then increases with increasing treatment temperature. During the experiments, the crack evolution process and acoustic emission (AE) counts were obtained using real-time photography and the AE monitoring technique. In the granite specimens containing a pre-existing fissure, large AE counts are clearly observed before the peak strength, which indicates crack initiation and propagation. The accumulated AE count first increases slowly, but is followed by a sharp increase, with increasing deformation. The AE events in the one-fissured specimen also depend on the heat treatment temperature. As the temperature increases, the rate of increase of the accumulated AE count curve is reduced. Finally, using a digital image correlation method, the full fields of surface deformation were obtained for the entire testing process. In addition, the local strain around the pre-existing fissure was measured using strain gauges. The full strain field and local strain concentration are discussed to describe the fracture mechanism of brittle granite. |
doi_str_mv | 10.1007/s00603-018-1725-5 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2162912758</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2162912758</sourcerecordid><originalsourceid>FETCH-LOGICAL-a339t-a3b8988bcee326d06ea4545ebbe5cd9f57a7d782d802737af84910e6df5c76b23</originalsourceid><addsrcrecordid>eNp1kE1LxDAQhoMouK7-AG8Bz9V8NE161HU_hAUPuuAtpO1kjWzTmnRFf4D_25QVPHmZGWbe5x14Ebqk5JoSIm8iIQXhGaEqo5KJTByhCc15nuWCvxyjCZGMZ6zg7BSdxfhGSDpKNUHfc2uhHnBn8cptX_EztD0EM-wD4M7je7BdaM3g0rwwbjeu7-DVfLgujMwyGO8GwE891K4Fj2edH4zzzm-xwU-p7QAvXIwjuPENhFSd-XRml6RtHyDG5H2OTqzZRbj47VO0WcyfZ6ts_bh8mN2uM8N5OaRaqVKpqgbgrGhIASYXuYCqAlE3pRXSyEYq1ijCJJfGqrykBIrGiloWFeNTdHXw7UP3voc46LduH3x6qRktWEmZFCqp6EFVhy7GAFb3wbUmfGlK9Ji2PqStU9p6TFuLxLADE5PWbyH8Of8P_QBjFIP-</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2162912758</pqid></control><display><type>article</type><title>Effect of High Temperature on Deformation Failure Behavior of Granite Specimen Containing a Single Fissure Under Uniaxial Compression</title><source>Springer Nature - Complete Springer Journals</source><creator>Yang, Sheng-Qi ; Huang, Yan-Hua ; Tian, Wen-Ling ; Yin, Peng-Fei ; Jing, Hong-Wen</creator><creatorcontrib>Yang, Sheng-Qi ; Huang, Yan-Hua ; Tian, Wen-Ling ; Yin, Peng-Fei ; Jing, Hong-Wen</creatorcontrib><description>To investigate the role of fissure angle and heat treatment temperature on the mechanical properties and deformation failure behavior, uniaxial compression tests were carried out on granite specimens containing a single fissure. Using stress–strain curves, the peak strength, peak strain, and elastic modulus of the one-fissured granite specimens were analyzed in detail. The mechanical parameters are closely related to the fissure angle and the high temperature. As the fissure angle increases from 0° to 90°, the peak strength and elastic modulus first decrease and then increase, while the peak strain increases slowly. However, the peak strength and elastic modulus first increase and then decrease, while the peak strain first decreases and then increases with increasing treatment temperature. During the experiments, the crack evolution process and acoustic emission (AE) counts were obtained using real-time photography and the AE monitoring technique. In the granite specimens containing a pre-existing fissure, large AE counts are clearly observed before the peak strength, which indicates crack initiation and propagation. The accumulated AE count first increases slowly, but is followed by a sharp increase, with increasing deformation. The AE events in the one-fissured specimen also depend on the heat treatment temperature. As the temperature increases, the rate of increase of the accumulated AE count curve is reduced. Finally, using a digital image correlation method, the full fields of surface deformation were obtained for the entire testing process. In addition, the local strain around the pre-existing fissure was measured using strain gauges. The full strain field and local strain concentration are discussed to describe the fracture mechanism of brittle granite.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-018-1725-5</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Acoustic emission ; Civil Engineering ; Compression ; Compression tests ; Crack initiation ; Crack propagation ; Deformation ; Deformation effects ; Deformation mechanisms ; Digital imaging ; Earth and Environmental Science ; Earth Sciences ; Fracture mechanics ; Gauges ; Geophysics/Geodesy ; Granite ; Heat treatment ; High temperature ; High temperature effects ; Mechanical properties ; Modulus of elasticity ; Original Paper ; Photography ; Strain ; Strain concentration ; Strain gauges ; Strength ; Stress-strain curves ; Temperature ; Temperature effects</subject><ispartof>Rock mechanics and rock engineering, 2019-07, Vol.52 (7), p.2087-2107</ispartof><rights>Springer-Verlag GmbH Austria, part of Springer Nature 2019</rights><rights>Rock Mechanics and Rock Engineering is a copyright of Springer, (2019). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a339t-a3b8988bcee326d06ea4545ebbe5cd9f57a7d782d802737af84910e6df5c76b23</citedby><cites>FETCH-LOGICAL-a339t-a3b8988bcee326d06ea4545ebbe5cd9f57a7d782d802737af84910e6df5c76b23</cites><orcidid>0000-0003-1493-6136</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00603-018-1725-5$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00603-018-1725-5$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,41467,42536,51298</link.rule.ids></links><search><creatorcontrib>Yang, Sheng-Qi</creatorcontrib><creatorcontrib>Huang, Yan-Hua</creatorcontrib><creatorcontrib>Tian, Wen-Ling</creatorcontrib><creatorcontrib>Yin, Peng-Fei</creatorcontrib><creatorcontrib>Jing, Hong-Wen</creatorcontrib><title>Effect of High Temperature on Deformation Failure Behavior of Granite Specimen Containing a Single Fissure Under Uniaxial Compression</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>To investigate the role of fissure angle and heat treatment temperature on the mechanical properties and deformation failure behavior, uniaxial compression tests were carried out on granite specimens containing a single fissure. Using stress–strain curves, the peak strength, peak strain, and elastic modulus of the one-fissured granite specimens were analyzed in detail. The mechanical parameters are closely related to the fissure angle and the high temperature. As the fissure angle increases from 0° to 90°, the peak strength and elastic modulus first decrease and then increase, while the peak strain increases slowly. However, the peak strength and elastic modulus first increase and then decrease, while the peak strain first decreases and then increases with increasing treatment temperature. During the experiments, the crack evolution process and acoustic emission (AE) counts were obtained using real-time photography and the AE monitoring technique. In the granite specimens containing a pre-existing fissure, large AE counts are clearly observed before the peak strength, which indicates crack initiation and propagation. The accumulated AE count first increases slowly, but is followed by a sharp increase, with increasing deformation. The AE events in the one-fissured specimen also depend on the heat treatment temperature. As the temperature increases, the rate of increase of the accumulated AE count curve is reduced. Finally, using a digital image correlation method, the full fields of surface deformation were obtained for the entire testing process. In addition, the local strain around the pre-existing fissure was measured using strain gauges. The full strain field and local strain concentration are discussed to describe the fracture mechanism of brittle granite.</description><subject>Acoustic emission</subject><subject>Civil Engineering</subject><subject>Compression</subject><subject>Compression tests</subject><subject>Crack initiation</subject><subject>Crack propagation</subject><subject>Deformation</subject><subject>Deformation effects</subject><subject>Deformation mechanisms</subject><subject>Digital imaging</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Fracture mechanics</subject><subject>Gauges</subject><subject>Geophysics/Geodesy</subject><subject>Granite</subject><subject>Heat treatment</subject><subject>High temperature</subject><subject>High temperature effects</subject><subject>Mechanical properties</subject><subject>Modulus of elasticity</subject><subject>Original Paper</subject><subject>Photography</subject><subject>Strain</subject><subject>Strain concentration</subject><subject>Strain gauges</subject><subject>Strength</subject><subject>Stress-strain curves</subject><subject>Temperature</subject><subject>Temperature effects</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</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>eNp1kE1LxDAQhoMouK7-AG8Bz9V8NE161HU_hAUPuuAtpO1kjWzTmnRFf4D_25QVPHmZGWbe5x14Ebqk5JoSIm8iIQXhGaEqo5KJTByhCc15nuWCvxyjCZGMZ6zg7BSdxfhGSDpKNUHfc2uhHnBn8cptX_EztD0EM-wD4M7je7BdaM3g0rwwbjeu7-DVfLgujMwyGO8GwE891K4Fj2edH4zzzm-xwU-p7QAvXIwjuPENhFSd-XRml6RtHyDG5H2OTqzZRbj47VO0WcyfZ6ts_bh8mN2uM8N5OaRaqVKpqgbgrGhIASYXuYCqAlE3pRXSyEYq1ijCJJfGqrykBIrGiloWFeNTdHXw7UP3voc46LduH3x6qRktWEmZFCqp6EFVhy7GAFb3wbUmfGlK9Ji2PqStU9p6TFuLxLADE5PWbyH8Of8P_QBjFIP-</recordid><startdate>20190701</startdate><enddate>20190701</enddate><creator>Yang, Sheng-Qi</creator><creator>Huang, Yan-Hua</creator><creator>Tian, Wen-Ling</creator><creator>Yin, Peng-Fei</creator><creator>Jing, Hong-Wen</creator><general>Springer Vienna</general><general>Springer Nature B.V</general><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>AEUYN</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><orcidid>https://orcid.org/0000-0003-1493-6136</orcidid></search><sort><creationdate>20190701</creationdate><title>Effect of High Temperature on Deformation Failure Behavior of Granite Specimen Containing a Single Fissure Under Uniaxial Compression</title><author>Yang, Sheng-Qi ; Huang, Yan-Hua ; Tian, Wen-Ling ; Yin, Peng-Fei ; Jing, Hong-Wen</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a339t-a3b8988bcee326d06ea4545ebbe5cd9f57a7d782d802737af84910e6df5c76b23</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Acoustic emission</topic><topic>Civil Engineering</topic><topic>Compression</topic><topic>Compression tests</topic><topic>Crack initiation</topic><topic>Crack propagation</topic><topic>Deformation</topic><topic>Deformation effects</topic><topic>Deformation mechanisms</topic><topic>Digital imaging</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Fracture mechanics</topic><topic>Gauges</topic><topic>Geophysics/Geodesy</topic><topic>Granite</topic><topic>Heat treatment</topic><topic>High temperature</topic><topic>High temperature effects</topic><topic>Mechanical properties</topic><topic>Modulus of elasticity</topic><topic>Original Paper</topic><topic>Photography</topic><topic>Strain</topic><topic>Strain concentration</topic><topic>Strain gauges</topic><topic>Strength</topic><topic>Stress-strain curves</topic><topic>Temperature</topic><topic>Temperature effects</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yang, Sheng-Qi</creatorcontrib><creatorcontrib>Huang, Yan-Hua</creatorcontrib><creatorcontrib>Tian, Wen-Ling</creatorcontrib><creatorcontrib>Yin, Peng-Fei</creatorcontrib><creatorcontrib>Jing, Hong-Wen</creatorcontrib><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 One Sustainability</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>Science Database</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>Yang, Sheng-Qi</au><au>Huang, Yan-Hua</au><au>Tian, Wen-Ling</au><au>Yin, Peng-Fei</au><au>Jing, Hong-Wen</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of High Temperature on Deformation Failure Behavior of Granite Specimen Containing a Single Fissure Under Uniaxial Compression</atitle><jtitle>Rock mechanics and rock engineering</jtitle><stitle>Rock Mech Rock Eng</stitle><date>2019-07-01</date><risdate>2019</risdate><volume>52</volume><issue>7</issue><spage>2087</spage><epage>2107</epage><pages>2087-2107</pages><issn>0723-2632</issn><eissn>1434-453X</eissn><abstract>To investigate the role of fissure angle and heat treatment temperature on the mechanical properties and deformation failure behavior, uniaxial compression tests were carried out on granite specimens containing a single fissure. Using stress–strain curves, the peak strength, peak strain, and elastic modulus of the one-fissured granite specimens were analyzed in detail. The mechanical parameters are closely related to the fissure angle and the high temperature. As the fissure angle increases from 0° to 90°, the peak strength and elastic modulus first decrease and then increase, while the peak strain increases slowly. However, the peak strength and elastic modulus first increase and then decrease, while the peak strain first decreases and then increases with increasing treatment temperature. During the experiments, the crack evolution process and acoustic emission (AE) counts were obtained using real-time photography and the AE monitoring technique. In the granite specimens containing a pre-existing fissure, large AE counts are clearly observed before the peak strength, which indicates crack initiation and propagation. The accumulated AE count first increases slowly, but is followed by a sharp increase, with increasing deformation. The AE events in the one-fissured specimen also depend on the heat treatment temperature. As the temperature increases, the rate of increase of the accumulated AE count curve is reduced. Finally, using a digital image correlation method, the full fields of surface deformation were obtained for the entire testing process. In addition, the local strain around the pre-existing fissure was measured using strain gauges. The full strain field and local strain concentration are discussed to describe the fracture mechanism of brittle granite.</abstract><cop>Vienna</cop><pub>Springer Vienna</pub><doi>10.1007/s00603-018-1725-5</doi><tpages>21</tpages><orcidid>https://orcid.org/0000-0003-1493-6136</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0723-2632 |
ispartof | Rock mechanics and rock engineering, 2019-07, Vol.52 (7), p.2087-2107 |
issn | 0723-2632 1434-453X |
language | eng |
recordid | cdi_proquest_journals_2162912758 |
source | Springer Nature - Complete Springer Journals |
subjects | Acoustic emission Civil Engineering Compression Compression tests Crack initiation Crack propagation Deformation Deformation effects Deformation mechanisms Digital imaging Earth and Environmental Science Earth Sciences Fracture mechanics Gauges Geophysics/Geodesy Granite Heat treatment High temperature High temperature effects Mechanical properties Modulus of elasticity Original Paper Photography Strain Strain concentration Strain gauges Strength Stress-strain curves Temperature Temperature effects |
title | Effect of High Temperature on Deformation Failure Behavior of Granite Specimen Containing a Single Fissure Under Uniaxial Compression |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-21T18%3A52%3A17IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Effect%20of%20High%20Temperature%20on%20Deformation%20Failure%20Behavior%20of%20Granite%20Specimen%20Containing%20a%20Single%20Fissure%20Under%20Uniaxial%20Compression&rft.jtitle=Rock%20mechanics%20and%20rock%20engineering&rft.au=Yang,%20Sheng-Qi&rft.date=2019-07-01&rft.volume=52&rft.issue=7&rft.spage=2087&rft.epage=2107&rft.pages=2087-2107&rft.issn=0723-2632&rft.eissn=1434-453X&rft_id=info:doi/10.1007/s00603-018-1725-5&rft_dat=%3Cproquest_cross%3E2162912758%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2162912758&rft_id=info:pmid/&rfr_iscdi=true |