Finite element failure analysis of wires for civil engineering applications with various crack-like laminations
- Autores
- Adewole, Kazeem Kayode; Bull, Steve J.
- Año de publicación
- 2015
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- This paper presents the finite element (FE) failure predictions and analyses of a typical wire for civil engineering applications with various crack-like lamination types (Single and double), geometries (straight-end and inclined-end) and orientations (longitudinal, lateral and transverse). FE prediction and analysis of the failure of notched pre-cracked wires with a surface across-the-thickness crack-like lamination validated with experimental results are also presented. The FE predicted fracture shape for the notched pre-cracked wires that consists of a cup and cone fracture shape below the bottom tip of the surface across-the-thickness crack-like lamination agrees with the experimental fracture shape. Wires with the double straight-end and double inclined-end crack-like/line-type laminations exhibit a “slant-middle W” and a “zigzag” fractures respectively. Above and below the lateral mid-width across-the-thickness lamination, the wires with the lateral mid-width across-the-thickness lamination exhibit a combination of a transverse mid-thickness flat fracture that is perpendicular to the lateral mid-width across-the-thickness lamination and negatively inclined slant fractures on each side of the mid-thickness flat fracture at the remaining outer edges of the wire's thickness. On both the front and back sides of the transverse mid-thickness across-the-width lamination, the wires with the transverse mid-thickness across-the-width lamination exhibit a combination of transverse flat fractures parallel to the transverse mid-thickness across-the-width lamination and positively inclined slant fractures at the outer edges of the wire's thickness. FE failure analysis reveals that fracture initiations do not always begin at the termini of every longitudinal crack-like/line-type lamination as reported in a published fractographic failure analysis report of wires with longitudinal crack-like laminations. Fracture initiation only begins at the termini/tip of longitudinal inclined-end crack-like laminations and at the termini/tip of transverse and lateral laminations. FE failure analysis also reveals that wires with single straight-end, double straight-end and double inclined-end longitudinal crack-like/line-type laminations do not exhibit cup and cone fractures as reported. This work further demonstrates the need to employ FE failure analysis as a complimentary or alternative failure analysis approach where the destruction/alteration of the fracture markings by corrosion could affect the accuracy of fractographic failure analysis.
Fil: Adewole, Kazeem Kayode. University Of Newcastle; Reino Unido. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Nordeste. Instituto de Modelado e Innovación Tecnológica. Universidad Nacional del Nordeste. Facultad de Ciencias Exactas Naturales y Agrimensura. Instituto de Modelado e Innovación Tecnologica; Argentina
Fil: Bull, Steve J.. University Of Newcastle; Reino Unido - Materia
-
CUP AND CONE FRACTURE
FINITE ELEMENTS FAILURE ANALYSIS
FRACTURE BEHAVIOUR
CRACK-LIKE LAMINATION
OPEN-V FRACTURE
SLANT MIDDLE W FRACTURE
ZIGZAG FRACTURE
WIRE - Nivel de accesibilidad
- acceso embargado
- Condiciones de uso
- https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
- Repositorio
.jpg)
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/15915
Ver los metadatos del registro completo
| id |
CONICETDig_ea6eb8bc3eeb894e51e51c68e8e990d4 |
|---|---|
| oai_identifier_str |
oai:ri.conicet.gov.ar:11336/15915 |
| network_acronym_str |
CONICETDig |
| repository_id_str |
3498 |
| network_name_str |
CONICET Digital (CONICET) |
| spelling |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminationsAdewole, Kazeem KayodeBull, Steve J.CUP AND CONE FRACTUREFINITE ELEMENTS FAILURE ANALYSISFRACTURE BEHAVIOURCRACK-LIKE LAMINATIONOPEN-V FRACTURESLANT MIDDLE W FRACTUREZIGZAG FRACTUREWIREhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2This paper presents the finite element (FE) failure predictions and analyses of a typical wire for civil engineering applications with various crack-like lamination types (Single and double), geometries (straight-end and inclined-end) and orientations (longitudinal, lateral and transverse). FE prediction and analysis of the failure of notched pre-cracked wires with a surface across-the-thickness crack-like lamination validated with experimental results are also presented. The FE predicted fracture shape for the notched pre-cracked wires that consists of a cup and cone fracture shape below the bottom tip of the surface across-the-thickness crack-like lamination agrees with the experimental fracture shape. Wires with the double straight-end and double inclined-end crack-like/line-type laminations exhibit a “slant-middle W” and a “zigzag” fractures respectively. Above and below the lateral mid-width across-the-thickness lamination, the wires with the lateral mid-width across-the-thickness lamination exhibit a combination of a transverse mid-thickness flat fracture that is perpendicular to the lateral mid-width across-the-thickness lamination and negatively inclined slant fractures on each side of the mid-thickness flat fracture at the remaining outer edges of the wire's thickness. On both the front and back sides of the transverse mid-thickness across-the-width lamination, the wires with the transverse mid-thickness across-the-width lamination exhibit a combination of transverse flat fractures parallel to the transverse mid-thickness across-the-width lamination and positively inclined slant fractures at the outer edges of the wire's thickness. FE failure analysis reveals that fracture initiations do not always begin at the termini of every longitudinal crack-like/line-type lamination as reported in a published fractographic failure analysis report of wires with longitudinal crack-like laminations. Fracture initiation only begins at the termini/tip of longitudinal inclined-end crack-like laminations and at the termini/tip of transverse and lateral laminations. FE failure analysis also reveals that wires with single straight-end, double straight-end and double inclined-end longitudinal crack-like/line-type laminations do not exhibit cup and cone fractures as reported. This work further demonstrates the need to employ FE failure analysis as a complimentary or alternative failure analysis approach where the destruction/alteration of the fracture markings by corrosion could affect the accuracy of fractographic failure analysis.Fil: Adewole, Kazeem Kayode. University Of Newcastle; Reino Unido. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Nordeste. Instituto de Modelado e Innovación Tecnológica. Universidad Nacional del Nordeste. Facultad de Ciencias Exactas Naturales y Agrimensura. Instituto de Modelado e Innovación Tecnologica; ArgentinaFil: Bull, Steve J.. University Of Newcastle; Reino UnidoPergamon-Elsevier Science Ltd2015-11-18info:eu-repo/date/embargoEnd/2017-11-30info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/15915Adewole, Kazeem Kayode; Bull, Steve J.; Finite element failure analysis of wires for civil engineering applications with various crack-like laminations; Pergamon-Elsevier Science Ltd; Engineering Failure Analysis; 60; 18-11-2015; 229-2491350-6307enginfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.engfailanal.2015.11.043info:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S1350630715301643info:eu-repo/semantics/embargoedAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-10-22T12:15:54Zoai:ri.conicet.gov.ar:11336/15915instacron: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:34982025-10-22 12:15:54.78CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
| dc.title.none.fl_str_mv |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminations |
| title |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminations |
| spellingShingle |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminations Adewole, Kazeem Kayode CUP AND CONE FRACTURE FINITE ELEMENTS FAILURE ANALYSIS FRACTURE BEHAVIOUR CRACK-LIKE LAMINATION OPEN-V FRACTURE SLANT MIDDLE W FRACTURE ZIGZAG FRACTURE WIRE |
| title_short |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminations |
| title_full |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminations |
| title_fullStr |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminations |
| title_full_unstemmed |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminations |
| title_sort |
Finite element failure analysis of wires for civil engineering applications with various crack-like laminations |
| dc.creator.none.fl_str_mv |
Adewole, Kazeem Kayode Bull, Steve J. |
| author |
Adewole, Kazeem Kayode |
| author_facet |
Adewole, Kazeem Kayode Bull, Steve J. |
| author_role |
author |
| author2 |
Bull, Steve J. |
| author2_role |
author |
| dc.subject.none.fl_str_mv |
CUP AND CONE FRACTURE FINITE ELEMENTS FAILURE ANALYSIS FRACTURE BEHAVIOUR CRACK-LIKE LAMINATION OPEN-V FRACTURE SLANT MIDDLE W FRACTURE ZIGZAG FRACTURE WIRE |
| topic |
CUP AND CONE FRACTURE FINITE ELEMENTS FAILURE ANALYSIS FRACTURE BEHAVIOUR CRACK-LIKE LAMINATION OPEN-V FRACTURE SLANT MIDDLE W FRACTURE ZIGZAG FRACTURE WIRE |
| purl_subject.fl_str_mv |
https://purl.org/becyt/ford/2.1 https://purl.org/becyt/ford/2 |
| dc.description.none.fl_txt_mv |
This paper presents the finite element (FE) failure predictions and analyses of a typical wire for civil engineering applications with various crack-like lamination types (Single and double), geometries (straight-end and inclined-end) and orientations (longitudinal, lateral and transverse). FE prediction and analysis of the failure of notched pre-cracked wires with a surface across-the-thickness crack-like lamination validated with experimental results are also presented. The FE predicted fracture shape for the notched pre-cracked wires that consists of a cup and cone fracture shape below the bottom tip of the surface across-the-thickness crack-like lamination agrees with the experimental fracture shape. Wires with the double straight-end and double inclined-end crack-like/line-type laminations exhibit a “slant-middle W” and a “zigzag” fractures respectively. Above and below the lateral mid-width across-the-thickness lamination, the wires with the lateral mid-width across-the-thickness lamination exhibit a combination of a transverse mid-thickness flat fracture that is perpendicular to the lateral mid-width across-the-thickness lamination and negatively inclined slant fractures on each side of the mid-thickness flat fracture at the remaining outer edges of the wire's thickness. On both the front and back sides of the transverse mid-thickness across-the-width lamination, the wires with the transverse mid-thickness across-the-width lamination exhibit a combination of transverse flat fractures parallel to the transverse mid-thickness across-the-width lamination and positively inclined slant fractures at the outer edges of the wire's thickness. FE failure analysis reveals that fracture initiations do not always begin at the termini of every longitudinal crack-like/line-type lamination as reported in a published fractographic failure analysis report of wires with longitudinal crack-like laminations. Fracture initiation only begins at the termini/tip of longitudinal inclined-end crack-like laminations and at the termini/tip of transverse and lateral laminations. FE failure analysis also reveals that wires with single straight-end, double straight-end and double inclined-end longitudinal crack-like/line-type laminations do not exhibit cup and cone fractures as reported. This work further demonstrates the need to employ FE failure analysis as a complimentary or alternative failure analysis approach where the destruction/alteration of the fracture markings by corrosion could affect the accuracy of fractographic failure analysis. Fil: Adewole, Kazeem Kayode. University Of Newcastle; Reino Unido. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Nordeste. Instituto de Modelado e Innovación Tecnológica. Universidad Nacional del Nordeste. Facultad de Ciencias Exactas Naturales y Agrimensura. Instituto de Modelado e Innovación Tecnologica; Argentina Fil: Bull, Steve J.. University Of Newcastle; Reino Unido |
| description |
This paper presents the finite element (FE) failure predictions and analyses of a typical wire for civil engineering applications with various crack-like lamination types (Single and double), geometries (straight-end and inclined-end) and orientations (longitudinal, lateral and transverse). FE prediction and analysis of the failure of notched pre-cracked wires with a surface across-the-thickness crack-like lamination validated with experimental results are also presented. The FE predicted fracture shape for the notched pre-cracked wires that consists of a cup and cone fracture shape below the bottom tip of the surface across-the-thickness crack-like lamination agrees with the experimental fracture shape. Wires with the double straight-end and double inclined-end crack-like/line-type laminations exhibit a “slant-middle W” and a “zigzag” fractures respectively. Above and below the lateral mid-width across-the-thickness lamination, the wires with the lateral mid-width across-the-thickness lamination exhibit a combination of a transverse mid-thickness flat fracture that is perpendicular to the lateral mid-width across-the-thickness lamination and negatively inclined slant fractures on each side of the mid-thickness flat fracture at the remaining outer edges of the wire's thickness. On both the front and back sides of the transverse mid-thickness across-the-width lamination, the wires with the transverse mid-thickness across-the-width lamination exhibit a combination of transverse flat fractures parallel to the transverse mid-thickness across-the-width lamination and positively inclined slant fractures at the outer edges of the wire's thickness. FE failure analysis reveals that fracture initiations do not always begin at the termini of every longitudinal crack-like/line-type lamination as reported in a published fractographic failure analysis report of wires with longitudinal crack-like laminations. Fracture initiation only begins at the termini/tip of longitudinal inclined-end crack-like laminations and at the termini/tip of transverse and lateral laminations. FE failure analysis also reveals that wires with single straight-end, double straight-end and double inclined-end longitudinal crack-like/line-type laminations do not exhibit cup and cone fractures as reported. This work further demonstrates the need to employ FE failure analysis as a complimentary or alternative failure analysis approach where the destruction/alteration of the fracture markings by corrosion could affect the accuracy of fractographic failure analysis. |
| publishDate |
2015 |
| dc.date.none.fl_str_mv |
2015-11-18 info:eu-repo/date/embargoEnd/2017-11-30 |
| 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/11336/15915 Adewole, Kazeem Kayode; Bull, Steve J.; Finite element failure analysis of wires for civil engineering applications with various crack-like laminations; Pergamon-Elsevier Science Ltd; Engineering Failure Analysis; 60; 18-11-2015; 229-249 1350-6307 |
| url |
http://hdl.handle.net/11336/15915 |
| identifier_str_mv |
Adewole, Kazeem Kayode; Bull, Steve J.; Finite element failure analysis of wires for civil engineering applications with various crack-like laminations; Pergamon-Elsevier Science Ltd; Engineering Failure Analysis; 60; 18-11-2015; 229-249 1350-6307 |
| dc.language.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/doi/10.1016/j.engfailanal.2015.11.043 info:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S1350630715301643 |
| dc.rights.none.fl_str_mv |
info:eu-repo/semantics/embargoedAccess https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
| eu_rights_str_mv |
embargoedAccess |
| rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
| dc.format.none.fl_str_mv |
application/pdf application/pdf application/pdf |
| dc.publisher.none.fl_str_mv |
Pergamon-Elsevier Science Ltd |
| publisher.none.fl_str_mv |
Pergamon-Elsevier Science Ltd |
| dc.source.none.fl_str_mv |
reponame:CONICET Digital (CONICET) instname:Consejo Nacional de Investigaciones Científicas y Técnicas |
| reponame_str |
CONICET Digital (CONICET) |
| collection |
CONICET Digital (CONICET) |
| instname_str |
Consejo Nacional de Investigaciones Científicas y Técnicas |
| 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 |
| _version_ |
1846782576042180608 |
| score |
12.982451 |