In light of their excellent mechanical properties and other advantages over conventional systems for repairing and rehabilitating structures, fibre-reinforced polymers (FRPs) are commonly used to enhance the shear strength of RC members. Because of the relatively recent application of the technique...

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Fecha de publicación:
2013
Institución:
Universidad de Medellín
Repositorio:
Repositorio UDEM
Idioma:
eng
OAI Identifier:
oai:repository.udem.edu.co:11407/1407
Acceso en línea:
http://hdl.handle.net/11407/1407
Palabra clave:
Concrete
Experimental study
Fibre-reinforced polymers (FRP)
Shear strengthening
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http://purl.org/coar/access_right/c_16ec
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spelling 2015-10-09T13:18:27Z2015-10-09T13:18:27Z2013http://hdl.handle.net/11407/140710.3989/mc.2012.06611In light of their excellent mechanical properties and other advantages over conventional systems for repairing and rehabilitating structures, fibre-reinforced polymers (FRPs) are commonly used to enhance the shear strength of RC members. Because of the relatively recent application of the technique in civil engineering, however, it is addressed in very few recommendations or guides. While the design guides in place contain a single, well defined and generally accepted procedure for calculating bending moments, they collectively propose a wide variety of numerical models for shear, none of which is universally acknowledged. The present article focuses on the calculation of ultimate shear strength and describes an experimental study in that context conducted on reinforced concrete beams retrofitted with unidirectional carbon fibre reinforced polymer (CFRP) fabric.enghttp://hdl.handle.net/10261/79783Materiales de Construccion, 2013, volume 63, issue 310, pp 251-265ScopusArticleinfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/restrictedAccesshttp://purl.org/coar/access_right/c_16ecInstituto de Ciencias de la Construcción Eduardo Torroja (IETcc-CSIC), Madrid, SpainUniversidad de Medellín, Medellín, ColombiaUniversidad Politécnica de Madrid, Madrid, SpainAlzate A.Arteaga A.De Diego A.Cisneros D.Perera R.ConcreteExperimental studyFibre-reinforced polymers (FRP)Shear strengtheningShear strengthening of reinforced concrete members with CFRP sheets [Refuerzo externo a cortante con láminas de CFRP en elementos de hormigón armado]THUMBNAIL45. Shear strengthening of reinforced concrete members with CFRP sheets.pdf.jpg45. Shear strengthening of reinforced concrete members with CFRP sheets.pdf.jpgIM Thumbnailimage/jpeg6998http://repository.udem.edu.co/bitstream/11407/1407/2/45.%20Shear%20strengthening%20of%20reinforced%20concrete%20members%20with%20CFRP%20sheets.pdf.jpg75533e5575f9a482d7074a55b768fafcMD52ORIGINAL45. Shear strengthening of reinforced concrete members with CFRP sheets.pdf45. Shear strengthening of reinforced concrete members with CFRP sheets.pdfapplication/pdf921346http://repository.udem.edu.co/bitstream/11407/1407/1/45.%20Shear%20strengthening%20of%20reinforced%20concrete%20members%20with%20CFRP%20sheets.pdfc66c719f52d13c2122aae24d30332e5cMD5111407/1407oai:repository.udem.edu.co:11407/14072020-05-27 15:51:09.805Repositorio Institucional Universidad de Medellinrepositorio@udem.edu.co
dc.title.english.eng.fl_str_mv Shear strengthening of reinforced concrete members with CFRP sheets [Refuerzo externo a cortante con láminas de CFRP en elementos de hormigón armado]
dc.contributor.affiliation.spa.fl_str_mv Instituto de Ciencias de la Construcción Eduardo Torroja (IETcc-CSIC), Madrid, Spain
Universidad de Medellín, Medellín, Colombia
Universidad Politécnica de Madrid, Madrid, Spain
dc.subject.keyword.eng.fl_str_mv Concrete
Experimental study
Fibre-reinforced polymers (FRP)
Shear strengthening
topic Concrete
Experimental study
Fibre-reinforced polymers (FRP)
Shear strengthening
spellingShingle Concrete
Experimental study
Fibre-reinforced polymers (FRP)
Shear strengthening
description In light of their excellent mechanical properties and other advantages over conventional systems for repairing and rehabilitating structures, fibre-reinforced polymers (FRPs) are commonly used to enhance the shear strength of RC members. Because of the relatively recent application of the technique in civil engineering, however, it is addressed in very few recommendations or guides. While the design guides in place contain a single, well defined and generally accepted procedure for calculating bending moments, they collectively propose a wide variety of numerical models for shear, none of which is universally acknowledged. The present article focuses on the calculation of ultimate shear strength and describes an experimental study in that context conducted on reinforced concrete beams retrofitted with unidirectional carbon fibre reinforced polymer (CFRP) fabric.
publishDate 2013
dc.date.created.none.fl_str_mv 2013
dc.date.accessioned.none.fl_str_mv 2015-10-09T13:18:27Z
dc.date.available.none.fl_str_mv 2015-10-09T13:18:27Z
dc.type.eng.fl_str_mv Article
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_6501
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dc.type.driver.none.fl_str_mv info:eu-repo/semantics/article
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/11407/1407
dc.identifier.doi.none.fl_str_mv 10.3989/mc.2012.06611
url http://hdl.handle.net/11407/1407
identifier_str_mv 10.3989/mc.2012.06611
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.isversionof.spa.fl_str_mv http://hdl.handle.net/10261/79783
dc.relation.ispartofen.eng.fl_str_mv Materiales de Construccion, 2013, volume 63, issue 310, pp 251-265
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dc.source.spa.fl_str_mv Scopus
institution Universidad de Medellín
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