Characteristics of the double-torsion test to determine the R-curve of ceramic materials

Detalhes bibliográficos
Autor(a) principal: de Albuquerque, Maria da Consolação Fonseca [UNESP]
Data de Publicação: 2006
Outros Autores: Rodrigues, José de Anchieta
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1516-14392006000400004
http://hdl.handle.net/11449/69134
Resumo: Double-torsion tests were carried out on a commercial ceramic floor tile to verify whether this test is suitable for determining the R-curve of ceramics. The instantaneous crack length was obtained by means of compliance calibration, and it was found that the experimental compliance underestimates the real crack length. The load vs. displacement curves were also found to drop after maximum loading, causing the stress intensity factor to decline. The R-curves were calculated by two methods: linear elastic fracture mechanics and the energetic method. It was obtained that the average values of crack resistance, R, and the double of the work of fracture, 2 · γwof, did not depend on notch length, a0, which is a highly relevant finding, indicating that these parameters were less dependent on the test specimen's geometry. The proposal was to use small notches, which produce long stable crack propagation paths that in turn are particularly important in the case of coarse microstructures.
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spelling Characteristics of the double-torsion test to determine the R-curve of ceramic materialsDouble-torsionFracture mechanicsR-curveCoarseningCrack propagationLoad testingTileTorsion testingDouble-torsion testEnergetic methodCeramic materialsDouble-torsion tests were carried out on a commercial ceramic floor tile to verify whether this test is suitable for determining the R-curve of ceramics. The instantaneous crack length was obtained by means of compliance calibration, and it was found that the experimental compliance underestimates the real crack length. The load vs. displacement curves were also found to drop after maximum loading, causing the stress intensity factor to decline. The R-curves were calculated by two methods: linear elastic fracture mechanics and the energetic method. It was obtained that the average values of crack resistance, R, and the double of the work of fracture, 2 · γwof, did not depend on notch length, a0, which is a highly relevant finding, indicating that these parameters were less dependent on the test specimen's geometry. The proposal was to use small notches, which produce long stable crack propagation paths that in turn are particularly important in the case of coarse microstructures.Civil Engineering Dept. UNESP-Ilha Solteira, Alameda Bahia, 550, Norte, 15385-000 Ilha Solteira - SPMaterials Engineering Dept. UFSCar, Via Washington Luis, Km 235, 13565-905 São Carlos - SPCivil Engineering Dept. UNESP-Ilha Solteira, Alameda Bahia, 550, Norte, 15385-000 Ilha Solteira - SPUniversidade Estadual Paulista (Unesp)Universidade Federal de São Carlos (UFSCar)de Albuquerque, Maria da Consolação Fonseca [UNESP]Rodrigues, José de Anchieta2014-05-27T11:21:59Z2014-05-27T11:21:59Z2006-10-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article361-368application/pdfhttp://dx.doi.org/10.1590/S1516-14392006000400004Materials Research, v. 9, n. 4, p. 361-368, 2006.1516-1439http://hdl.handle.net/11449/6913410.1590/S1516-14392006000400004S1516-143920060004000042-s2.0-341471454512-s2.0-34147145451.pdfScopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengMaterials Research1.1030,398info:eu-repo/semantics/openAccess2024-07-04T18:16:11Zoai:repositorio.unesp.br:11449/69134Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T20:34:06.130611Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Characteristics of the double-torsion test to determine the R-curve of ceramic materials
title Characteristics of the double-torsion test to determine the R-curve of ceramic materials
spellingShingle Characteristics of the double-torsion test to determine the R-curve of ceramic materials
de Albuquerque, Maria da Consolação Fonseca [UNESP]
Double-torsion
Fracture mechanics
R-curve
Coarsening
Crack propagation
Load testing
Tile
Torsion testing
Double-torsion test
Energetic method
Ceramic materials
title_short Characteristics of the double-torsion test to determine the R-curve of ceramic materials
title_full Characteristics of the double-torsion test to determine the R-curve of ceramic materials
title_fullStr Characteristics of the double-torsion test to determine the R-curve of ceramic materials
title_full_unstemmed Characteristics of the double-torsion test to determine the R-curve of ceramic materials
title_sort Characteristics of the double-torsion test to determine the R-curve of ceramic materials
author de Albuquerque, Maria da Consolação Fonseca [UNESP]
author_facet de Albuquerque, Maria da Consolação Fonseca [UNESP]
Rodrigues, José de Anchieta
author_role author
author2 Rodrigues, José de Anchieta
author2_role author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Universidade Federal de São Carlos (UFSCar)
dc.contributor.author.fl_str_mv de Albuquerque, Maria da Consolação Fonseca [UNESP]
Rodrigues, José de Anchieta
dc.subject.por.fl_str_mv Double-torsion
Fracture mechanics
R-curve
Coarsening
Crack propagation
Load testing
Tile
Torsion testing
Double-torsion test
Energetic method
Ceramic materials
topic Double-torsion
Fracture mechanics
R-curve
Coarsening
Crack propagation
Load testing
Tile
Torsion testing
Double-torsion test
Energetic method
Ceramic materials
description Double-torsion tests were carried out on a commercial ceramic floor tile to verify whether this test is suitable for determining the R-curve of ceramics. The instantaneous crack length was obtained by means of compliance calibration, and it was found that the experimental compliance underestimates the real crack length. The load vs. displacement curves were also found to drop after maximum loading, causing the stress intensity factor to decline. The R-curves were calculated by two methods: linear elastic fracture mechanics and the energetic method. It was obtained that the average values of crack resistance, R, and the double of the work of fracture, 2 · γwof, did not depend on notch length, a0, which is a highly relevant finding, indicating that these parameters were less dependent on the test specimen's geometry. The proposal was to use small notches, which produce long stable crack propagation paths that in turn are particularly important in the case of coarse microstructures.
publishDate 2006
dc.date.none.fl_str_mv 2006-10-01
2014-05-27T11:21:59Z
2014-05-27T11:21:59Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1590/S1516-14392006000400004
Materials Research, v. 9, n. 4, p. 361-368, 2006.
1516-1439
http://hdl.handle.net/11449/69134
10.1590/S1516-14392006000400004
S1516-14392006000400004
2-s2.0-34147145451
2-s2.0-34147145451.pdf
url http://dx.doi.org/10.1590/S1516-14392006000400004
http://hdl.handle.net/11449/69134
identifier_str_mv Materials Research, v. 9, n. 4, p. 361-368, 2006.
1516-1439
10.1590/S1516-14392006000400004
S1516-14392006000400004
2-s2.0-34147145451
2-s2.0-34147145451.pdf
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Materials Research
1.103
0,398
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 361-368
application/pdf
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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