Loading…
Study of mode I crack dynamic propagation behaviour and rock dynamic fracture toughness by using SCT specimens
To study crack dynamic propagation behaviour and rock dynamic fracture toughness, a single cleavage triangle (SCT) specimen was proposed in this paper. By using these specimens and a drop‐weight test system, impact experiments were conducted, and the crack propagation velocity and the fracture time...
Saved in:
Published in: | Fatigue & fracture of engineering materials & structures 2018-08, Vol.41 (8), p.1810-1822 |
---|---|
Main Authors: | , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c2973-e45a53cfa85288fec7e9deb405a28900a95b7f41b563f30a6d6b8a4cf6abf1743 |
---|---|
cites | cdi_FETCH-LOGICAL-c2973-e45a53cfa85288fec7e9deb405a28900a95b7f41b563f30a6d6b8a4cf6abf1743 |
container_end_page | 1822 |
container_issue | 8 |
container_start_page | 1810 |
container_title | Fatigue & fracture of engineering materials & structures |
container_volume | 41 |
creator | Dong, Y.Q. Zhu, Z.M. Zhou, L. Ying, P. Wang, M. |
description | To study crack dynamic propagation behaviour and rock dynamic fracture toughness, a single cleavage triangle (SCT) specimen was proposed in this paper. By using these specimens and a drop‐weight test system, impact experiments were conducted, and the crack propagation velocity and the fracture time were measured by using crack propagation gauges. To examine the effectiveness of the SCT specimen and to predict the test results, finite difference numerical models were established by using AUTODYN code, and the simulation results showed that the crack propagation path agrees with the test results, and crack arrest phenomena could happen. Meanwhile, by using these numerical models, the crack dynamic propagation mechanism was investigated. Finite element code ABAQUS was applied in the calculation of crack dynamic stress intensity factors (SIFs) based on specimen dimension and the loading curves measured, and the curves of crack dynamic SIFs versus time were obtained. The fracture toughness (including initiation toughness and propagation toughness) was determined according to the fracture time and crack speeds measured by crack propagation gauges. The results show that the SCT specimen is applicable to the study of crack dynamic propagation behaviour and fracture toughness, and in the process of crack propagation, the propagation toughness decreases with crack propagation velocity, and the crack arrest phenomena could happen. The critical SIF of an arrest crack (or arrest toughness) was higher than the crack propagation toughness but was lower than the initiation toughness. |
doi_str_mv | 10.1111/ffe.12823 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2063608411</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2063608411</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2973-e45a53cfa85288fec7e9deb405a28900a95b7f41b563f30a6d6b8a4cf6abf1743</originalsourceid><addsrcrecordid>eNp1kLtOwzAUhi0EEqUw8AaWmBjS2vElzoiqFipVYmiR2CzHsduUJg52AsrbYwgDC2c5y_efywfALUYzHGturZnhVKTkDEww5ShJec7OwURkjCcZE6-X4CqEI0KYU0ImoNl2fTlAZ2HtSgPXUHul32A5NKquNGy9a9VedZVrYGEO6qNyvYeqKaF3fzAbQ13vDexcvz80JgRYDLAPVbOH28UOhtboqjZNuAYXVp2CufntU_CyWu4WT8nm-XG9eNgkOs0zkhjKFCPaKsFSIazRmclLU1DEVCpyhFTOisxSXDBOLEGKl7wQimrLVWFxRskU3I1z4wPvvQmdPMbDm7hSpogTjgTFOFL3I6W9C8EbK1tf1coPEiP5rVNGnfJHZ2TnI_tZnczwPyhXq-WY-AJavHfX</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2063608411</pqid></control><display><type>article</type><title>Study of mode I crack dynamic propagation behaviour and rock dynamic fracture toughness by using SCT specimens</title><source>Wiley</source><creator>Dong, Y.Q. ; Zhu, Z.M. ; Zhou, L. ; Ying, P. ; Wang, M.</creator><creatorcontrib>Dong, Y.Q. ; Zhu, Z.M. ; Zhou, L. ; Ying, P. ; Wang, M.</creatorcontrib><description>To study crack dynamic propagation behaviour and rock dynamic fracture toughness, a single cleavage triangle (SCT) specimen was proposed in this paper. By using these specimens and a drop‐weight test system, impact experiments were conducted, and the crack propagation velocity and the fracture time were measured by using crack propagation gauges. To examine the effectiveness of the SCT specimen and to predict the test results, finite difference numerical models were established by using AUTODYN code, and the simulation results showed that the crack propagation path agrees with the test results, and crack arrest phenomena could happen. Meanwhile, by using these numerical models, the crack dynamic propagation mechanism was investigated. Finite element code ABAQUS was applied in the calculation of crack dynamic stress intensity factors (SIFs) based on specimen dimension and the loading curves measured, and the curves of crack dynamic SIFs versus time were obtained. The fracture toughness (including initiation toughness and propagation toughness) was determined according to the fracture time and crack speeds measured by crack propagation gauges. The results show that the SCT specimen is applicable to the study of crack dynamic propagation behaviour and fracture toughness, and in the process of crack propagation, the propagation toughness decreases with crack propagation velocity, and the crack arrest phenomena could happen. The critical SIF of an arrest crack (or arrest toughness) was higher than the crack propagation toughness but was lower than the initiation toughness.</description><identifier>ISSN: 8756-758X</identifier><identifier>EISSN: 1460-2695</identifier><identifier>DOI: 10.1111/ffe.12823</identifier><language>eng</language><publisher>Oxford: Wiley Subscription Services, Inc</publisher><subject>Computer simulation ; Crack arrest ; Crack initiation ; Crack propagation ; Drop tests ; drop‐weight impact test ; dynamic initiation toughness ; dynamic propagation toughness ; Finite element method ; Fracture toughness ; Gauges ; Mathematical analysis ; Mathematical models ; numerical simulation ; Propagation ; Propagation modes ; Propagation velocity ; single cleavage triangle (SCT) specimen ; Stress intensity factors ; Time measurement</subject><ispartof>Fatigue & fracture of engineering materials & structures, 2018-08, Vol.41 (8), p.1810-1822</ispartof><rights>2018 John Wiley & Sons Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2973-e45a53cfa85288fec7e9deb405a28900a95b7f41b563f30a6d6b8a4cf6abf1743</citedby><cites>FETCH-LOGICAL-c2973-e45a53cfa85288fec7e9deb405a28900a95b7f41b563f30a6d6b8a4cf6abf1743</cites><orcidid>0000-0002-2041-2278</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Dong, Y.Q.</creatorcontrib><creatorcontrib>Zhu, Z.M.</creatorcontrib><creatorcontrib>Zhou, L.</creatorcontrib><creatorcontrib>Ying, P.</creatorcontrib><creatorcontrib>Wang, M.</creatorcontrib><title>Study of mode I crack dynamic propagation behaviour and rock dynamic fracture toughness by using SCT specimens</title><title>Fatigue & fracture of engineering materials & structures</title><description>To study crack dynamic propagation behaviour and rock dynamic fracture toughness, a single cleavage triangle (SCT) specimen was proposed in this paper. By using these specimens and a drop‐weight test system, impact experiments were conducted, and the crack propagation velocity and the fracture time were measured by using crack propagation gauges. To examine the effectiveness of the SCT specimen and to predict the test results, finite difference numerical models were established by using AUTODYN code, and the simulation results showed that the crack propagation path agrees with the test results, and crack arrest phenomena could happen. Meanwhile, by using these numerical models, the crack dynamic propagation mechanism was investigated. Finite element code ABAQUS was applied in the calculation of crack dynamic stress intensity factors (SIFs) based on specimen dimension and the loading curves measured, and the curves of crack dynamic SIFs versus time were obtained. The fracture toughness (including initiation toughness and propagation toughness) was determined according to the fracture time and crack speeds measured by crack propagation gauges. The results show that the SCT specimen is applicable to the study of crack dynamic propagation behaviour and fracture toughness, and in the process of crack propagation, the propagation toughness decreases with crack propagation velocity, and the crack arrest phenomena could happen. The critical SIF of an arrest crack (or arrest toughness) was higher than the crack propagation toughness but was lower than the initiation toughness.</description><subject>Computer simulation</subject><subject>Crack arrest</subject><subject>Crack initiation</subject><subject>Crack propagation</subject><subject>Drop tests</subject><subject>drop‐weight impact test</subject><subject>dynamic initiation toughness</subject><subject>dynamic propagation toughness</subject><subject>Finite element method</subject><subject>Fracture toughness</subject><subject>Gauges</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>numerical simulation</subject><subject>Propagation</subject><subject>Propagation modes</subject><subject>Propagation velocity</subject><subject>single cleavage triangle (SCT) specimen</subject><subject>Stress intensity factors</subject><subject>Time measurement</subject><issn>8756-758X</issn><issn>1460-2695</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNp1kLtOwzAUhi0EEqUw8AaWmBjS2vElzoiqFipVYmiR2CzHsduUJg52AsrbYwgDC2c5y_efywfALUYzHGturZnhVKTkDEww5ShJec7OwURkjCcZE6-X4CqEI0KYU0ImoNl2fTlAZ2HtSgPXUHul32A5NKquNGy9a9VedZVrYGEO6qNyvYeqKaF3fzAbQ13vDexcvz80JgRYDLAPVbOH28UOhtboqjZNuAYXVp2CufntU_CyWu4WT8nm-XG9eNgkOs0zkhjKFCPaKsFSIazRmclLU1DEVCpyhFTOisxSXDBOLEGKl7wQimrLVWFxRskU3I1z4wPvvQmdPMbDm7hSpogTjgTFOFL3I6W9C8EbK1tf1coPEiP5rVNGnfJHZ2TnI_tZnczwPyhXq-WY-AJavHfX</recordid><startdate>201808</startdate><enddate>201808</enddate><creator>Dong, Y.Q.</creator><creator>Zhu, Z.M.</creator><creator>Zhou, L.</creator><creator>Ying, P.</creator><creator>Wang, M.</creator><general>Wiley Subscription Services, Inc</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><orcidid>https://orcid.org/0000-0002-2041-2278</orcidid></search><sort><creationdate>201808</creationdate><title>Study of mode I crack dynamic propagation behaviour and rock dynamic fracture toughness by using SCT specimens</title><author>Dong, Y.Q. ; Zhu, Z.M. ; Zhou, L. ; Ying, P. ; Wang, M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2973-e45a53cfa85288fec7e9deb405a28900a95b7f41b563f30a6d6b8a4cf6abf1743</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Computer simulation</topic><topic>Crack arrest</topic><topic>Crack initiation</topic><topic>Crack propagation</topic><topic>Drop tests</topic><topic>drop‐weight impact test</topic><topic>dynamic initiation toughness</topic><topic>dynamic propagation toughness</topic><topic>Finite element method</topic><topic>Fracture toughness</topic><topic>Gauges</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>numerical simulation</topic><topic>Propagation</topic><topic>Propagation modes</topic><topic>Propagation velocity</topic><topic>single cleavage triangle (SCT) specimen</topic><topic>Stress intensity factors</topic><topic>Time measurement</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Dong, Y.Q.</creatorcontrib><creatorcontrib>Zhu, Z.M.</creatorcontrib><creatorcontrib>Zhou, L.</creatorcontrib><creatorcontrib>Ying, P.</creatorcontrib><creatorcontrib>Wang, M.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical & 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>Fatigue & fracture of engineering materials & structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Dong, Y.Q.</au><au>Zhu, Z.M.</au><au>Zhou, L.</au><au>Ying, P.</au><au>Wang, M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Study of mode I crack dynamic propagation behaviour and rock dynamic fracture toughness by using SCT specimens</atitle><jtitle>Fatigue & fracture of engineering materials & structures</jtitle><date>2018-08</date><risdate>2018</risdate><volume>41</volume><issue>8</issue><spage>1810</spage><epage>1822</epage><pages>1810-1822</pages><issn>8756-758X</issn><eissn>1460-2695</eissn><abstract>To study crack dynamic propagation behaviour and rock dynamic fracture toughness, a single cleavage triangle (SCT) specimen was proposed in this paper. By using these specimens and a drop‐weight test system, impact experiments were conducted, and the crack propagation velocity and the fracture time were measured by using crack propagation gauges. To examine the effectiveness of the SCT specimen and to predict the test results, finite difference numerical models were established by using AUTODYN code, and the simulation results showed that the crack propagation path agrees with the test results, and crack arrest phenomena could happen. Meanwhile, by using these numerical models, the crack dynamic propagation mechanism was investigated. Finite element code ABAQUS was applied in the calculation of crack dynamic stress intensity factors (SIFs) based on specimen dimension and the loading curves measured, and the curves of crack dynamic SIFs versus time were obtained. The fracture toughness (including initiation toughness and propagation toughness) was determined according to the fracture time and crack speeds measured by crack propagation gauges. The results show that the SCT specimen is applicable to the study of crack dynamic propagation behaviour and fracture toughness, and in the process of crack propagation, the propagation toughness decreases with crack propagation velocity, and the crack arrest phenomena could happen. The critical SIF of an arrest crack (or arrest toughness) was higher than the crack propagation toughness but was lower than the initiation toughness.</abstract><cop>Oxford</cop><pub>Wiley Subscription Services, Inc</pub><doi>10.1111/ffe.12823</doi><tpages>13</tpages><orcidid>https://orcid.org/0000-0002-2041-2278</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 8756-758X |
ispartof | Fatigue & fracture of engineering materials & structures, 2018-08, Vol.41 (8), p.1810-1822 |
issn | 8756-758X 1460-2695 |
language | eng |
recordid | cdi_proquest_journals_2063608411 |
source | Wiley |
subjects | Computer simulation Crack arrest Crack initiation Crack propagation Drop tests drop‐weight impact test dynamic initiation toughness dynamic propagation toughness Finite element method Fracture toughness Gauges Mathematical analysis Mathematical models numerical simulation Propagation Propagation modes Propagation velocity single cleavage triangle (SCT) specimen Stress intensity factors Time measurement |
title | Study of mode I crack dynamic propagation behaviour and rock dynamic fracture toughness by using SCT specimens |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-02T07%3A51%3A31IST&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=Study%20of%20mode%20I%20crack%20dynamic%20propagation%20behaviour%20and%20rock%20dynamic%20fracture%20toughness%20by%20using%20SCT%20specimens&rft.jtitle=Fatigue%20&%20fracture%20of%20engineering%20materials%20&%20structures&rft.au=Dong,%20Y.Q.&rft.date=2018-08&rft.volume=41&rft.issue=8&rft.spage=1810&rft.epage=1822&rft.pages=1810-1822&rft.issn=8756-758X&rft.eissn=1460-2695&rft_id=info:doi/10.1111/ffe.12823&rft_dat=%3Cproquest_cross%3E2063608411%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c2973-e45a53cfa85288fec7e9deb405a28900a95b7f41b563f30a6d6b8a4cf6abf1743%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2063608411&rft_id=info:pmid/&rfr_iscdi=true |