Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test.
Resumen:
A bending test was selected by modern codes as a reference test for fibre-reinforced concrete (FRC) mechanical characterization. However, specimen dimensions, lack of laboratories adequately equipped, and its complexity hinder its use. This study aims to evaluate the so-called Montevideo (MVD) test as an alternative to the results of EN14651 bending tests, simplifying FRC mechanical evaluation. A strong correlation was obtained using the results of experimental campaigns carried out in three countries. Using two linear transformations, MVD loads can be converted to the EN14651 ones, both for the limit of proportionality and for the residual loads, which are valid for all the CMOD reported in EN14651. These general rules seem valid for different types of concretes (conventional, Self-Compacting, Ultra High-Performance, Micro and Sprayed concrete), blended with different fibre types (plastic and steel) and a wide range of contents, which show both softening and hardening behaviour.
2024 | |
Bending test Montevideo test EN14651 Synthetic fibres Steel fibres |
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Inglés | |
Universidad de la República | |
COLIBRI | |
https://hdl.handle.net/20.500.12008/43189 | |
Acceso abierto | |
Licencia Creative Commons Atribución - No Comercial - Sin Derivadas (CC - By-NC-ND 4.0) |
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---|---|
author | Segura-Castillo, Luis |
author2 | Monte, Renata Galobardes, Isaac Figueiredo, Antonio D. de |
author2_role | author author author |
author_facet | Segura-Castillo, Luis Monte, Renata Galobardes, Isaac Figueiredo, Antonio D. de |
author_role | author |
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collection | COLIBRI |
dc.contributor.filiacion.none.fl_str_mv | Segura-Castillo Luis, Universidad de la República (Uruguay). Facultad de Ingeniería. Monte Renata, University of São Paulo, Dept. of Civil Construction Engineering, Polytechnic School. Galobardes Isaac, Xi’an Jiaotong-Liverpool University, Civil Engineering Department Figueiredo Antonio D. de, University of São Paulo, Dept. of Civil Construction Engineering, Polytechnic School |
dc.creator.none.fl_str_mv | Segura-Castillo, Luis Monte, Renata Galobardes, Isaac Figueiredo, Antonio D. de |
dc.date.accessioned.none.fl_str_mv | 2024-03-19T13:54:05Z |
dc.date.available.none.fl_str_mv | 2024-03-19T13:54:05Z |
dc.date.issued.none.fl_str_mv | 2024 |
dc.description.abstract.none.fl_txt_mv | A bending test was selected by modern codes as a reference test for fibre-reinforced concrete (FRC) mechanical characterization. However, specimen dimensions, lack of laboratories adequately equipped, and its complexity hinder its use. This study aims to evaluate the so-called Montevideo (MVD) test as an alternative to the results of EN14651 bending tests, simplifying FRC mechanical evaluation. A strong correlation was obtained using the results of experimental campaigns carried out in three countries. Using two linear transformations, MVD loads can be converted to the EN14651 ones, both for the limit of proportionality and for the residual loads, which are valid for all the CMOD reported in EN14651. These general rules seem valid for different types of concretes (conventional, Self-Compacting, Ultra High-Performance, Micro and Sprayed concrete), blended with different fibre types (plastic and steel) and a wide range of contents, which show both softening and hardening behaviour. |
dc.format.extent.es.fl_str_mv | 30 p. |
dc.format.mimetype.es.fl_str_mv | application/pdf |
dc.identifier.citation.es.fl_str_mv | Segura-Castillo, L, Monte, R, Galobardes, I y Figueiredo, A. Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. [Preprint]. Publicado en: Materials and Structures. DOI: https://doi.org/10.1617/s11527-024-02321-1. |
dc.identifier.uri.none.fl_str_mv | https://hdl.handle.net/20.500.12008/43189 |
dc.language.iso.none.fl_str_mv | en eng |
dc.publisher.es.fl_str_mv | Springer |
dc.rights.license.none.fl_str_mv | Licencia Creative Commons Atribución - No Comercial - Sin Derivadas (CC - By-NC-ND 4.0) |
dc.rights.none.fl_str_mv | info:eu-repo/semantics/openAccess |
dc.source.none.fl_str_mv | reponame:COLIBRI instname:Universidad de la República instacron:Universidad de la República |
dc.subject.es.fl_str_mv | Bending test Montevideo test EN14651 Synthetic fibres Steel fibres |
dc.title.none.fl_str_mv | Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. |
dc.type.es.fl_str_mv | Preprint |
dc.type.none.fl_str_mv | info:eu-repo/semantics/preprint |
dc.type.version.none.fl_str_mv | info:eu-repo/semantics/submittedVersion |
description | A bending test was selected by modern codes as a reference test for fibre-reinforced concrete (FRC) mechanical characterization. However, specimen dimensions, lack of laboratories adequately equipped, and its complexity hinder its use. This study aims to evaluate the so-called Montevideo (MVD) test as an alternative to the results of EN14651 bending tests, simplifying FRC mechanical evaluation. A strong correlation was obtained using the results of experimental campaigns carried out in three countries. Using two linear transformations, MVD loads can be converted to the EN14651 ones, both for the limit of proportionality and for the residual loads, which are valid for all the CMOD reported in EN14651. These general rules seem valid for different types of concretes (conventional, Self-Compacting, Ultra High-Performance, Micro and Sprayed concrete), blended with different fibre types (plastic and steel) and a wide range of contents, which show both softening and hardening behaviour. |
eu_rights_str_mv | openAccess |
format | preprint |
id | COLIBRI_b4efbe3ba116b954124c598c2f1e81e9 |
identifier_str_mv | Segura-Castillo, L, Monte, R, Galobardes, I y Figueiredo, A. Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. [Preprint]. Publicado en: Materials and Structures. DOI: https://doi.org/10.1617/s11527-024-02321-1. |
instacron_str | Universidad de la República |
institution | Universidad de la República |
instname_str | Universidad de la República |
language | eng |
language_invalid_str_mv | en |
network_acronym_str | COLIBRI |
network_name_str | COLIBRI |
oai_identifier_str | oai:colibri.udelar.edu.uy:20.500.12008/43189 |
publishDate | 2024 |
reponame_str | COLIBRI |
repository.mail.fl_str_mv | mabel.seroubian@seciu.edu.uy |
repository.name.fl_str_mv | COLIBRI - Universidad de la República |
repository_id_str | 4771 |
rights_invalid_str_mv | Licencia Creative Commons Atribución - No Comercial - Sin Derivadas (CC - By-NC-ND 4.0) |
spelling | Segura-Castillo Luis, Universidad de la República (Uruguay). Facultad de Ingeniería.Monte Renata, University of São Paulo, Dept. of Civil Construction Engineering, Polytechnic School.Galobardes Isaac, Xi’an Jiaotong-Liverpool University, Civil Engineering DepartmentFigueiredo Antonio D. de, University of São Paulo, Dept. of Civil Construction Engineering, Polytechnic School2024-03-19T13:54:05Z2024-03-19T13:54:05Z2024Segura-Castillo, L, Monte, R, Galobardes, I y Figueiredo, A. Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. [Preprint]. Publicado en: Materials and Structures. DOI: https://doi.org/10.1617/s11527-024-02321-1.https://hdl.handle.net/20.500.12008/43189A bending test was selected by modern codes as a reference test for fibre-reinforced concrete (FRC) mechanical characterization. However, specimen dimensions, lack of laboratories adequately equipped, and its complexity hinder its use. This study aims to evaluate the so-called Montevideo (MVD) test as an alternative to the results of EN14651 bending tests, simplifying FRC mechanical evaluation. A strong correlation was obtained using the results of experimental campaigns carried out in three countries. Using two linear transformations, MVD loads can be converted to the EN14651 ones, both for the limit of proportionality and for the residual loads, which are valid for all the CMOD reported in EN14651. These general rules seem valid for different types of concretes (conventional, Self-Compacting, Ultra High-Performance, Micro and Sprayed concrete), blended with different fibre types (plastic and steel) and a wide range of contents, which show both softening and hardening behaviour.Submitted by Machado Jimena (jmachado@fing.edu.uy) on 2024-03-19T12:15:26Z No. of bitstreams: 3 license_rdf: 25790 bytes, checksum: 489f03e71d39068f329bdec8798bce58 (MD5) SGMF24.pdf: 978518 bytes, checksum: 03aa3f55caf1c9df4a48327c06db966e (MD5) SGMF24-Data.xlsx: 19518 bytes, checksum: b703a22333116b3d544895511acab743 (MD5)Rejected by Machado Jimena (jmachado@fing.edu.uy), reason: cambiar archivo on 2024-03-19T13:14:14Z (GMT)Submitted by Machado Jimena (jmachado@fing.edu.uy) on 2024-03-19T13:14:50Z No. of bitstreams: 3 license_rdf: 25790 bytes, checksum: 489f03e71d39068f329bdec8798bce58 (MD5) SGMF24.pdf: 978518 bytes, checksum: 03aa3f55caf1c9df4a48327c06db966e (MD5) SGMF24-Data.ods: 33645 bytes, checksum: 03e23cc18c2f1f5462bf409b461fa89b (MD5)Approved for entry into archive by Machado Jimena (jmachado@fing.edu.uy) on 2024-03-19T13:18:45Z (GMT) No. of bitstreams: 3 license_rdf: 25790 bytes, checksum: 489f03e71d39068f329bdec8798bce58 (MD5) SGMF24.pdf: 978518 bytes, checksum: 03aa3f55caf1c9df4a48327c06db966e (MD5) SGMF24-Data.ods: 33645 bytes, checksum: 03e23cc18c2f1f5462bf409b461fa89b (MD5)Made available in DSpace by Luna Fabiana (fabiana.luna@seciu.edu.uy) on 2024-03-19T13:54:05Z (GMT). No. of bitstreams: 3 license_rdf: 25790 bytes, checksum: 489f03e71d39068f329bdec8798bce58 (MD5) SGMF24.pdf: 978518 bytes, checksum: 03aa3f55caf1c9df4a48327c06db966e (MD5) SGMF24-Data.ods: 33645 bytes, checksum: 03e23cc18c2f1f5462bf409b461fa89b (MD5) Previous issue date: 202430 p.application/pdfenengSpringerLas obras depositadas en el Repositorio se rigen por la Ordenanza de los Derechos de la Propiedad Intelectual de la Universidad de la República.(Res. Nº 91 de C.D.C. de 8/III/1994 – D.O. 7/IV/1994) y por la Ordenanza del Repositorio Abierto de la Universidad de la República (Res. Nº 16 de C.D.C. de 07/10/2014)info:eu-repo/semantics/openAccessLicencia Creative Commons Atribución - No Comercial - Sin Derivadas (CC - By-NC-ND 4.0)Bending testMontevideo testEN14651Synthetic fibresSteel fibresDetermination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test.Preprintinfo:eu-repo/semantics/preprintinfo:eu-repo/semantics/submittedVersionreponame:COLIBRIinstname:Universidad de la Repúblicainstacron:Universidad de la RepúblicaSegura-Castillo, LuisMonte, RenataGalobardes, IsaacFigueiredo, Antonio D. deLICENSElicense.txtlicense.txttext/plain; charset=utf-84267http://localhost:8080/xmlui/bitstream/20.500.12008/43189/11/license.txt6429389a7df7277b72b7924fdc7d47a9MD511CC-LICENSElicense_urllicense_urltext/plain; charset=utf-850http://localhost:8080/xmlui/bitstream/20.500.12008/43189/8/license_urla006180e3f5b2ad0b88185d14284c0e0MD58license_textlicense_texttext/html; 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- Universidad de la Repúblicafalse |
spellingShingle | Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. Segura-Castillo, Luis Bending test Montevideo test EN14651 Synthetic fibres Steel fibres |
status_str | submittedVersion |
title | Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. |
title_full | Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. |
title_fullStr | Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. |
title_full_unstemmed | Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. |
title_short | Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. |
title_sort | Determination of tensile residual strength of Fibre Reinforced Concrete by a robust and simple test. |
topic | Bending test Montevideo test EN14651 Synthetic fibres Steel fibres |
url | https://hdl.handle.net/20.500.12008/43189 |