Effects of divider orientation split-out on fracture toughness

The Split-out phenomenon is a sudden instability, which takes place near the crack tip, and is generated by a rapid growth and arrest of a crack at the divider orientation. This phenomenon is related to stress triaxiality in the front of the crack tip when the structure is under plane strain conditi...

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Autores: Perez Ipiña, Juan Elias, Korin, Ivan
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2013
País:Argentina
Institución:Consejo Nacional de Investigaciones Científicas y Técnicas
Repositorio:CONICET Digital (CONICET)
Idioma:inglés
OAI Identifier:oai:ri.conicet.gov.ar:11336/17659
Acceso en línea:http://hdl.handle.net/11336/17659
Access Level:acceso abierto
Palabra clave:Fracture Toughness
Hot Rolled Steel
Split-Out
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
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repository_id_str
dc.title.none.fl_str_mv Effects of divider orientation split-out on fracture toughness
title Effects of divider orientation split-out on fracture toughness
spellingShingle Effects of divider orientation split-out on fracture toughness
Perez Ipiña, Juan Elias
Fracture Toughness
Hot Rolled Steel
Split-Out
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
title_short Effects of divider orientation split-out on fracture toughness
title_full Effects of divider orientation split-out on fracture toughness
title_fullStr Effects of divider orientation split-out on fracture toughness
title_full_unstemmed Effects of divider orientation split-out on fracture toughness
title_sort Effects of divider orientation split-out on fracture toughness
dc.creator.none.fl_str_mv Perez Ipiña, Juan Elias
Korin, Ivan
author Perez Ipiña, Juan Elias
author_facet Perez Ipiña, Juan Elias
Korin, Ivan
author_role author
author2 Korin, Ivan
author2_role author
dc.subject.none.fl_str_mv Fracture Toughness
Hot Rolled Steel
Split-Out
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
topic Fracture Toughness
Hot Rolled Steel
Split-Out
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
description The Split-out phenomenon is a sudden instability, which takes place near the crack tip, and is generated by a rapid growth and arrest of a crack at the divider orientation. This phenomenon is related to stress triaxiality in the front of the crack tip when the structure is under plane strain conditions, plus the existence of weak interfaces oriented normal to the thickness direction. The weak interfaces can be generated as a result of some metallurgical process such as hot-rolling lamination in materials with a high level of impurities, as well as steels where the structure results in a strong banding of ferrite and pearlite. When a cracked structure is loaded, the high σz stresses related to the plain strain state can lead to a split-out brought about by delamination of the weak interfaces. During a fracture toughness test, this is noticed as a drop in the load-displacement record, which is similar to that produced by the well-known pop-in instability in welded joints. Although the load drops are very similar in both phenomena, their etiologies are completely different, since the pop-in is produced by an unstable crack growth and its ulterior arrest, due to local brittle zones located generally at the heat affected zone (HAZ) at or near a welded joint. As the split-out has been less studied than the pop-in, and due to the similarities between both load-displacement records, it is very common to consider both instabilities under the same failure acceptance criteria. In this way, the split-out is usually treated as a critical event, and therefore, many materials are rejected when split-outs occur in fracture testings. However, when a split-out occurs, the σz stress is drastically reduced, leading to a condition close to a plane stress situation (in fact, the σz stress reduces to 0 at the crack surfaces of the split-out). The aim of this work was to study the effect of the split-out in the fracture toughness of hot laminated steels working in the upper-shelf region. In order to achieve this, the fracture toughness was evaluated by means of the resistance curve J-R of the material, using a single specimen test method. The occurrence of load drop and displacement increase in the test record are explained based on a constant main plane crack length hypothesis.
publishDate 2013
dc.date.none.fl_str_mv 2013-03
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/17659
Perez Ipiña, Juan Elias; Korin, Ivan; Effects of divider orientation split-out on fracture toughness; Wiley; Fatigue and Fracturee of Engineering Materials and Structures; 36; 3; 3-2013; 242-253
1460-2695
url http://hdl.handle.net/11336/17659
identifier_str_mv Perez Ipiña, Juan Elias; Korin, Ivan; Effects of divider orientation split-out on fracture toughness; Wiley; Fatigue and Fracturee of Engineering Materials and Structures; 36; 3; 3-2013; 242-253
1460-2695
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/http://onlinelibrary.wiley.com/doi/10.1111/j.1460-2695.2012.01717.x
info:eu-repo/semantics/altIdentifier/doi/10.1111/j.1460-2695.2012.01717.x
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Wiley
publisher.none.fl_str_mv Wiley
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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spelling Effects of divider orientation split-out on fracture toughnessPerez Ipiña, Juan EliasKorin, IvanFracture ToughnessHot Rolled SteelSplit-Outhttps://purl.org/becyt/ford/2.5https://purl.org/becyt/ford/2The Split-out phenomenon is a sudden instability, which takes place near the crack tip, and is generated by a rapid growth and arrest of a crack at the divider orientation. This phenomenon is related to stress triaxiality in the front of the crack tip when the structure is under plane strain conditions, plus the existence of weak interfaces oriented normal to the thickness direction. The weak interfaces can be generated as a result of some metallurgical process such as hot-rolling lamination in materials with a high level of impurities, as well as steels where the structure results in a strong banding of ferrite and pearlite. When a cracked structure is loaded, the high σz stresses related to the plain strain state can lead to a split-out brought about by delamination of the weak interfaces. During a fracture toughness test, this is noticed as a drop in the load-displacement record, which is similar to that produced by the well-known pop-in instability in welded joints. Although the load drops are very similar in both phenomena, their etiologies are completely different, since the pop-in is produced by an unstable crack growth and its ulterior arrest, due to local brittle zones located generally at the heat affected zone (HAZ) at or near a welded joint. As the split-out has been less studied than the pop-in, and due to the similarities between both load-displacement records, it is very common to consider both instabilities under the same failure acceptance criteria. In this way, the split-out is usually treated as a critical event, and therefore, many materials are rejected when split-outs occur in fracture testings. However, when a split-out occurs, the σz stress is drastically reduced, leading to a condition close to a plane stress situation (in fact, the σz stress reduces to 0 at the crack surfaces of the split-out). The aim of this work was to study the effect of the split-out in the fracture toughness of hot laminated steels working in the upper-shelf region. In order to achieve this, the fracture toughness was evaluated by means of the resistance curve J-R of the material, using a single specimen test method. The occurrence of load drop and displacement increase in the test record are explained based on a constant main plane crack length hypothesis.Fil: Perez Ipiña, Juan Elias. Universidad Nacional del Comahue. Facultad de Ingeniería. Grupo de Mecanica de Fractura; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Patagonia Norte; ArgentinaFil: Korin, Ivan. Universidad Nacional del Comahue. Facultad de Ingeniería. Grupo de Mecanica de Fractura; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Patagonia Norte; ArgentinaWiley2013-03info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/17659Perez Ipiña, Juan Elias; Korin, Ivan; Effects of divider orientation split-out on fracture toughness; Wiley; Fatigue and Fracturee of Engineering Materials and Structures; 36; 3; 3-2013; 242-2531460-2695enginfo:eu-repo/semantics/altIdentifier/url/http://onlinelibrary.wiley.com/doi/10.1111/j.1460-2695.2012.01717.xinfo:eu-repo/semantics/altIdentifier/doi/10.1111/j.1460-2695.2012.01717.xinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2024-05-08T14:12:39Zoai:ri.conicet.gov.ar:11336/17659instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982024-05-08 14:12:39.921CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
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