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Creep strength and minimum strain rate estimation from Small Punch Creep tests
Materials Science and Engineering: A, Volume: 731, Pages: 161 - 172
Swansea University Authors: Spencer Jeffs , Robert Lancaster , Roger Hurst
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DOI (Published version): 10.1016/j.msea.2018.06.005
Abstract
A new standard is currently being developed under the auspices of ECISS/TC 101 WG1 for the small punch testing technique for the estimation of both tensile and creep properties. Annex G of the new standard is covering the assessment and evaluation of small punch creep (SPC) data. The main challenge...
Published in: | Materials Science and Engineering: A |
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ISSN: | 0921-5093 |
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2018
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URI: | https://cronfa.swan.ac.uk/Record/cronfa40645 |
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Annex G of the new standard is covering the assessment and evaluation of small punch creep (SPC) data. The main challenge for estimating uniaxial creep properties from SPC data is the force to equivalent stress conversion between SPC and uniaxial creep tests. In this work a range of SPC assessment methodologies, benchmarked for the standard, are compared for verifying the best practice used in the standard. The estimated equivalent stresses for SPC are compared to uniaxial creep stresses at equal rupture times, using three alternative models. In-depth analyses are performed on SPC and uniaxial creep data for P92, F92 and 316 L steel tested within an inter-laboratory round robin. The formulation for SPC equivalent creep strain rate in the standard is also assessed.</abstract><type>Journal Article</type><journal>Materials Science and Engineering: A</journal><volume>731</volume><journalNumber/><paginationStart>161</paginationStart><paginationEnd>172</paginationEnd><publisher/><placeOfPublication/><isbnPrint/><isbnElectronic/><issnPrint>0921-5093</issnPrint><issnElectronic/><keywords>Small Punch Creep test; SPC; creep strength; creep strain rate; standardization</keywords><publishedDay>25</publishedDay><publishedMonth>7</publishedMonth><publishedYear>2018</publishedYear><publishedDate>2018-07-25</publishedDate><doi>10.1016/j.msea.2018.06.005</doi><url/><notes>Data statement: The P92 RR data can be made available on request from each testinglaboratory separately. It is foreseen that the full set of data will becomeavailable in the European Commission data base MATDB (https://odin.jrc.ec.europa.eu/odin/index.jsp) in the near future</notes><college>COLLEGE NANME</college><department>Aerospace, Civil, Electrical, and Mechanical Engineering</department><CollegeCode>COLLEGE CODE</CollegeCode><DepartmentCode>ACEM</DepartmentCode><institution>Swansea University</institution><apcterm/><lastEdited>2021-01-14T12:56:28.5188154</lastEdited><Created>2018-06-06T08:59:43.9430764</Created><path><level id="1">Faculty of Science and Engineering</level><level id="2">School of Engineering and Applied Sciences - Materials Science and Engineering</level></path><authors><author><firstname>S.</firstname><surname>Holmström</surname><order>1</order></author><author><firstname>Y.</firstname><surname>Li</surname><order>2</order></author><author><firstname>P.</firstname><surname>Dymacek</surname><order>3</order></author><author><firstname>E.</firstname><surname>Vacchieri</surname><order>4</order></author><author><firstname>Spencer</firstname><surname>Jeffs</surname><orcid>0000-0002-2819-9651</orcid><order>5</order></author><author><firstname>Robert</firstname><surname>Lancaster</surname><orcid>0000-0002-1365-6944</orcid><order>6</order></author><author><firstname>D.</firstname><surname>Omacht</surname><order>7</order></author><author><firstname>Z.</firstname><surname>Kubon</surname><order>8</order></author><author><firstname>E.</firstname><surname>Anelli</surname><order>9</order></author><author><firstname>J.</firstname><surname>Rantala</surname><order>10</order></author><author><firstname>A.</firstname><surname>Tonti</surname><order>11</order></author><author><firstname>S.</firstname><surname>Komazaki</surname><order>12</order></author><author><firstname/><surname>Naveena</surname><order>13</order></author><author><firstname>M.</firstname><surname>Bruchhausen</surname><order>14</order></author><author><firstname>Roger</firstname><surname>Hurst</surname><order>15</order></author><author><firstname>P.</firstname><surname>Hähner</surname><order>16</order></author><author><firstname>M.</firstname><surname>Richardson</surname><order>17</order></author><author><firstname>D.</firstname><surname>Andres</surname><order>18</order></author></authors><documents><document><filename>0040645-03092018154251.pdf</filename><originalFilename>HolmstromCreepStrength2018.pdf</originalFilename><uploaded>2018-09-03T15:42:51.6700000</uploaded><type>Output</type><contentLength>3014032</contentLength><contentType>application/pdf</contentType><version>Version of Record</version><cronfaStatus>true</cronfaStatus><documentNotes>Released under the terms of a Creative Commons Attribution License (CC-BY).</documentNotes><copyrightCorrect>true</copyrightCorrect><language>eng</language><licence>https://creativecommons.org/licenses/by/4.0/</licence></document></documents><OutputDurs/></rfc1807> |
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2021-01-14T12:56:28.5188154 v2 40645 2018-06-06 Creep strength and minimum strain rate estimation from Small Punch Creep tests 6ff76d567df079d8bf299990849c3d8f 0000-0002-2819-9651 Spencer Jeffs Spencer Jeffs true false e1a1b126acd3e4ff734691ec34967f29 0000-0002-1365-6944 Robert Lancaster Robert Lancaster true false cdee02fa7f600694e18a2fd022a915a6 Roger Hurst Roger Hurst true false 2018-06-06 ACEM A new standard is currently being developed under the auspices of ECISS/TC 101 WG1 for the small punch testing technique for the estimation of both tensile and creep properties. Annex G of the new standard is covering the assessment and evaluation of small punch creep (SPC) data. The main challenge for estimating uniaxial creep properties from SPC data is the force to equivalent stress conversion between SPC and uniaxial creep tests. In this work a range of SPC assessment methodologies, benchmarked for the standard, are compared for verifying the best practice used in the standard. The estimated equivalent stresses for SPC are compared to uniaxial creep stresses at equal rupture times, using three alternative models. In-depth analyses are performed on SPC and uniaxial creep data for P92, F92 and 316 L steel tested within an inter-laboratory round robin. The formulation for SPC equivalent creep strain rate in the standard is also assessed. Journal Article Materials Science and Engineering: A 731 161 172 0921-5093 Small Punch Creep test; SPC; creep strength; creep strain rate; standardization 25 7 2018 2018-07-25 10.1016/j.msea.2018.06.005 Data statement: The P92 RR data can be made available on request from each testinglaboratory separately. It is foreseen that the full set of data will becomeavailable in the European Commission data base MATDB (https://odin.jrc.ec.europa.eu/odin/index.jsp) in the near future COLLEGE NANME Aerospace, Civil, Electrical, and Mechanical Engineering COLLEGE CODE ACEM Swansea University 2021-01-14T12:56:28.5188154 2018-06-06T08:59:43.9430764 Faculty of Science and Engineering School of Engineering and Applied Sciences - Materials Science and Engineering S. Holmström 1 Y. Li 2 P. Dymacek 3 E. Vacchieri 4 Spencer Jeffs 0000-0002-2819-9651 5 Robert Lancaster 0000-0002-1365-6944 6 D. Omacht 7 Z. Kubon 8 E. Anelli 9 J. Rantala 10 A. Tonti 11 S. Komazaki 12 Naveena 13 M. Bruchhausen 14 Roger Hurst 15 P. Hähner 16 M. Richardson 17 D. Andres 18 0040645-03092018154251.pdf HolmstromCreepStrength2018.pdf 2018-09-03T15:42:51.6700000 Output 3014032 application/pdf Version of Record true Released under the terms of a Creative Commons Attribution License (CC-BY). true eng https://creativecommons.org/licenses/by/4.0/ |
title |
Creep strength and minimum strain rate estimation from Small Punch Creep tests |
spellingShingle |
Creep strength and minimum strain rate estimation from Small Punch Creep tests Spencer Jeffs Robert Lancaster Roger Hurst |
title_short |
Creep strength and minimum strain rate estimation from Small Punch Creep tests |
title_full |
Creep strength and minimum strain rate estimation from Small Punch Creep tests |
title_fullStr |
Creep strength and minimum strain rate estimation from Small Punch Creep tests |
title_full_unstemmed |
Creep strength and minimum strain rate estimation from Small Punch Creep tests |
title_sort |
Creep strength and minimum strain rate estimation from Small Punch Creep tests |
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6ff76d567df079d8bf299990849c3d8f e1a1b126acd3e4ff734691ec34967f29 cdee02fa7f600694e18a2fd022a915a6 |
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6ff76d567df079d8bf299990849c3d8f_***_Spencer Jeffs e1a1b126acd3e4ff734691ec34967f29_***_Robert Lancaster cdee02fa7f600694e18a2fd022a915a6_***_Roger Hurst |
author |
Spencer Jeffs Robert Lancaster Roger Hurst |
author2 |
S. Holmström Y. Li P. Dymacek E. Vacchieri Spencer Jeffs Robert Lancaster D. Omacht Z. Kubon E. Anelli J. Rantala A. Tonti S. Komazaki Naveena M. Bruchhausen Roger Hurst P. Hähner M. Richardson D. Andres |
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description |
A new standard is currently being developed under the auspices of ECISS/TC 101 WG1 for the small punch testing technique for the estimation of both tensile and creep properties. Annex G of the new standard is covering the assessment and evaluation of small punch creep (SPC) data. The main challenge for estimating uniaxial creep properties from SPC data is the force to equivalent stress conversion between SPC and uniaxial creep tests. In this work a range of SPC assessment methodologies, benchmarked for the standard, are compared for verifying the best practice used in the standard. The estimated equivalent stresses for SPC are compared to uniaxial creep stresses at equal rupture times, using three alternative models. In-depth analyses are performed on SPC and uniaxial creep data for P92, F92 and 316 L steel tested within an inter-laboratory round robin. The formulation for SPC equivalent creep strain rate in the standard is also assessed. |
published_date |
2018-07-25T07:23:48Z |
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1821298738062163968 |
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11.047306 |