Energy Evolution and Fracture Behavior of Sandstone Under the Coupling Action of Freeze–Thaw Cycles and Fatigue Load
A series of freeze–thaw (F–T) cycle and multilevel fatigue loading tests are carried out on sandstone samples to explore rock mass's fracture behavior and energy evolution characteristics under the coupling action of F–T cycles and fatigue loads. First, the energy evolution characteristics of t...
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Veröffentlicht in: | Rock mechanics and rock engineering 2023-02, Vol.56 (2), p.1321-1341 |
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description | A series of freeze–thaw (F–T) cycle and multilevel fatigue loading tests are carried out on sandstone samples to explore rock mass's fracture behavior and energy evolution characteristics under the coupling action of F–T cycles and fatigue loads. First, the energy evolution characteristics of the sample are analyzed by the image integration method, and the law of energy storage and energy dissipation of the sample are further discussed. Subsequently, a coupled damage model is established based on the Lemaitre strain equivalence hypothesis. Finally, based on the
b
value and AF-RA waveform theory, the sample's crack evolution process and failure mode are analyzed using acoustic emission (AE) technology. The results show that the specimen's elastic energy and total energy density under the coupling action increase step-like with increasing the upper limit stress. The dissipated energy density decreases rapidly and stabilizes after the first cycle of each stage. The energy evolution process of the sample obeys the linear energy storage law and the two-stage energy dissipation law, in which the energy dissipation law is transformed from linear to exponential in the accelerated energy release stage. The coupling damage of the sample increases exponentially with the number of cycles, and the damage growth rate is slow at first and then fast. In addition, the crack propagation process of the specimen exhibits a 3-stage characteristic. As the number of F–T cycles increases, the proportion of shear cracks in the sample increases significantly, the failure mode transitions from X-conjugate failure to shear failure with a single oblique section, and the fatigue-softening effect is enhanced.
Highlights
Freeze-thaw sandstone sample is tested under multi-level fatigue loads.
The linear energy storage law and two-stage energy dissipation law are proposed.
The sample has obvious accelerated energy release before failure.
A coupling damage model under F–T cycles and fatigue load is established.
Facture behavior of the sample is analyzed by b value and AF-RA waveform theory. |
doi_str_mv | 10.1007/s00603-022-03138-6 |
format | Article |
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b
value and AF-RA waveform theory, the sample's crack evolution process and failure mode are analyzed using acoustic emission (AE) technology. The results show that the specimen's elastic energy and total energy density under the coupling action increase step-like with increasing the upper limit stress. The dissipated energy density decreases rapidly and stabilizes after the first cycle of each stage. The energy evolution process of the sample obeys the linear energy storage law and the two-stage energy dissipation law, in which the energy dissipation law is transformed from linear to exponential in the accelerated energy release stage. The coupling damage of the sample increases exponentially with the number of cycles, and the damage growth rate is slow at first and then fast. In addition, the crack propagation process of the specimen exhibits a 3-stage characteristic. As the number of F–T cycles increases, the proportion of shear cracks in the sample increases significantly, the failure mode transitions from X-conjugate failure to shear failure with a single oblique section, and the fatigue-softening effect is enhanced.
Highlights
Freeze-thaw sandstone sample is tested under multi-level fatigue loads.
The linear energy storage law and two-stage energy dissipation law are proposed.
The sample has obvious accelerated energy release before failure.
A coupling damage model under F–T cycles and fatigue load is established.
Facture behavior of the sample is analyzed by b value and AF-RA waveform theory.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-022-03138-6</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Acoustic emission ; Civil Engineering ; Coupling ; Crack propagation ; Cycles ; Damage assessment ; Earth and Environmental Science ; Earth Sciences ; Emission analysis ; Energy dissipation ; Energy exchange ; Energy storage ; Evolution ; Failure analysis ; Failure modes ; Fatigue cracks ; Fatigue tests ; Freeze thaw cycles ; Freeze-thawing ; Geophysics/Geodesy ; Growth rate ; Loads (forces) ; Materials fatigue ; Original Paper ; Sandstone ; Sedimentary rocks ; Shear ; Waveforms</subject><ispartof>Rock mechanics and rock engineering, 2023-02, Vol.56 (2), p.1321-1341</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-9685eee10e7b93fbddf7e2b2a715c7bc84e8b9a8333819e9a52ba5c5641113e83</citedby><cites>FETCH-LOGICAL-c319t-9685eee10e7b93fbddf7e2b2a715c7bc84e8b9a8333819e9a52ba5c5641113e83</cites><orcidid>0000-0001-9595-7996 ; 0000-0002-0639-4579</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/s00603-022-03138-6$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00603-022-03138-6$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Shi, Zhanming</creatorcontrib><creatorcontrib>Li, Jiangteng</creatorcontrib><creatorcontrib>Wang, Ju</creatorcontrib><title>Energy Evolution and Fracture Behavior of Sandstone Under the Coupling Action of Freeze–Thaw Cycles and Fatigue Load</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>A series of freeze–thaw (F–T) cycle and multilevel fatigue loading tests are carried out on sandstone samples to explore rock mass's fracture behavior and energy evolution characteristics under the coupling action of F–T cycles and fatigue loads. First, the energy evolution characteristics of the sample are analyzed by the image integration method, and the law of energy storage and energy dissipation of the sample are further discussed. Subsequently, a coupled damage model is established based on the Lemaitre strain equivalence hypothesis. Finally, based on the
b
value and AF-RA waveform theory, the sample's crack evolution process and failure mode are analyzed using acoustic emission (AE) technology. The results show that the specimen's elastic energy and total energy density under the coupling action increase step-like with increasing the upper limit stress. The dissipated energy density decreases rapidly and stabilizes after the first cycle of each stage. The energy evolution process of the sample obeys the linear energy storage law and the two-stage energy dissipation law, in which the energy dissipation law is transformed from linear to exponential in the accelerated energy release stage. The coupling damage of the sample increases exponentially with the number of cycles, and the damage growth rate is slow at first and then fast. In addition, the crack propagation process of the specimen exhibits a 3-stage characteristic. As the number of F–T cycles increases, the proportion of shear cracks in the sample increases significantly, the failure mode transitions from X-conjugate failure to shear failure with a single oblique section, and the fatigue-softening effect is enhanced.
Highlights
Freeze-thaw sandstone sample is tested under multi-level fatigue loads.
The linear energy storage law and two-stage energy dissipation law are proposed.
The sample has obvious accelerated energy release before failure.
A coupling damage model under F–T cycles and fatigue load is established.
Facture behavior of the sample is analyzed by b value and AF-RA waveform theory.</description><subject>Acoustic emission</subject><subject>Civil Engineering</subject><subject>Coupling</subject><subject>Crack propagation</subject><subject>Cycles</subject><subject>Damage assessment</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Emission analysis</subject><subject>Energy dissipation</subject><subject>Energy exchange</subject><subject>Energy storage</subject><subject>Evolution</subject><subject>Failure analysis</subject><subject>Failure modes</subject><subject>Fatigue cracks</subject><subject>Fatigue tests</subject><subject>Freeze thaw cycles</subject><subject>Freeze-thawing</subject><subject>Geophysics/Geodesy</subject><subject>Growth rate</subject><subject>Loads (forces)</subject><subject>Materials fatigue</subject><subject>Original Paper</subject><subject>Sandstone</subject><subject>Sedimentary rocks</subject><subject>Shear</subject><subject>Waveforms</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp9kL1OwzAUhS0EEqXwAkyWmAP-SWJnhKoFpEoMtBKb5Tg3aapgFzspKhPvwBvyJKQNEhvTHc73nSsdhC4puaaEiJtASEp4RBiLCKdcRukRGtGYx1Gc8JdjNCKC8YilnJ2isxDWhPShkCO0nVrw1Q5Pt67p2tpZrG2BZ16btvOA72Clt7Xz2JX4uU9C6yzgpS3A43YFeOK6TVPbCt-ag9xjMw_wAd-fX4uVfseTnWkgDKW6rasO8Nzp4hydlLoJcPF7x2g5my4mD9H86f5xcjuPDKdZG2WpTACAEhB5xsu8KEoBLGda0MSI3MgYZJ5pyTmXNINMJyzXiUnSmFLKQfIxuhp6N969dRBatXadt_1LxYTI0kRQsafYQBnvQvBQqo2vX7XfKUrUfl817Kv6fdVhX5X2Eh-k0MO2Av9X_Y_1A1UWfy4</recordid><startdate>20230201</startdate><enddate>20230201</enddate><creator>Shi, Zhanming</creator><creator>Li, Jiangteng</creator><creator>Wang, Ju</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/0000-0001-9595-7996</orcidid><orcidid>https://orcid.org/0000-0002-0639-4579</orcidid></search><sort><creationdate>20230201</creationdate><title>Energy Evolution and Fracture Behavior of Sandstone Under the Coupling Action of Freeze–Thaw Cycles and Fatigue Load</title><author>Shi, Zhanming ; Li, Jiangteng ; Wang, Ju</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-9685eee10e7b93fbddf7e2b2a715c7bc84e8b9a8333819e9a52ba5c5641113e83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Acoustic emission</topic><topic>Civil Engineering</topic><topic>Coupling</topic><topic>Crack propagation</topic><topic>Cycles</topic><topic>Damage assessment</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Emission analysis</topic><topic>Energy dissipation</topic><topic>Energy exchange</topic><topic>Energy storage</topic><topic>Evolution</topic><topic>Failure analysis</topic><topic>Failure modes</topic><topic>Fatigue cracks</topic><topic>Fatigue tests</topic><topic>Freeze thaw cycles</topic><topic>Freeze-thawing</topic><topic>Geophysics/Geodesy</topic><topic>Growth rate</topic><topic>Loads (forces)</topic><topic>Materials fatigue</topic><topic>Original Paper</topic><topic>Sandstone</topic><topic>Sedimentary rocks</topic><topic>Shear</topic><topic>Waveforms</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shi, Zhanming</creatorcontrib><creatorcontrib>Li, Jiangteng</creatorcontrib><creatorcontrib>Wang, Ju</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>Shi, Zhanming</au><au>Li, Jiangteng</au><au>Wang, Ju</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Energy Evolution and Fracture Behavior of Sandstone Under the Coupling Action of Freeze–Thaw Cycles and Fatigue Load</atitle><jtitle>Rock mechanics and rock engineering</jtitle><stitle>Rock Mech Rock Eng</stitle><date>2023-02-01</date><risdate>2023</risdate><volume>56</volume><issue>2</issue><spage>1321</spage><epage>1341</epage><pages>1321-1341</pages><issn>0723-2632</issn><eissn>1434-453X</eissn><abstract>A series of freeze–thaw (F–T) cycle and multilevel fatigue loading tests are carried out on sandstone samples to explore rock mass's fracture behavior and energy evolution characteristics under the coupling action of F–T cycles and fatigue loads. First, the energy evolution characteristics of the sample are analyzed by the image integration method, and the law of energy storage and energy dissipation of the sample are further discussed. Subsequently, a coupled damage model is established based on the Lemaitre strain equivalence hypothesis. Finally, based on the
b
value and AF-RA waveform theory, the sample's crack evolution process and failure mode are analyzed using acoustic emission (AE) technology. The results show that the specimen's elastic energy and total energy density under the coupling action increase step-like with increasing the upper limit stress. The dissipated energy density decreases rapidly and stabilizes after the first cycle of each stage. The energy evolution process of the sample obeys the linear energy storage law and the two-stage energy dissipation law, in which the energy dissipation law is transformed from linear to exponential in the accelerated energy release stage. The coupling damage of the sample increases exponentially with the number of cycles, and the damage growth rate is slow at first and then fast. In addition, the crack propagation process of the specimen exhibits a 3-stage characteristic. As the number of F–T cycles increases, the proportion of shear cracks in the sample increases significantly, the failure mode transitions from X-conjugate failure to shear failure with a single oblique section, and the fatigue-softening effect is enhanced.
Highlights
Freeze-thaw sandstone sample is tested under multi-level fatigue loads.
The linear energy storage law and two-stage energy dissipation law are proposed.
The sample has obvious accelerated energy release before failure.
A coupling damage model under F–T cycles and fatigue load is established.
Facture behavior of the sample is analyzed by b value and AF-RA waveform theory.</abstract><cop>Vienna</cop><pub>Springer Vienna</pub><doi>10.1007/s00603-022-03138-6</doi><tpages>21</tpages><orcidid>https://orcid.org/0000-0001-9595-7996</orcidid><orcidid>https://orcid.org/0000-0002-0639-4579</orcidid></addata></record> |
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subjects | Acoustic emission Civil Engineering Coupling Crack propagation Cycles Damage assessment Earth and Environmental Science Earth Sciences Emission analysis Energy dissipation Energy exchange Energy storage Evolution Failure analysis Failure modes Fatigue cracks Fatigue tests Freeze thaw cycles Freeze-thawing Geophysics/Geodesy Growth rate Loads (forces) Materials fatigue Original Paper Sandstone Sedimentary rocks Shear Waveforms |
title | Energy Evolution and Fracture Behavior of Sandstone Under the Coupling Action of Freeze–Thaw Cycles and Fatigue Load |
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