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dc.contributor.author
Codina, Ramon Humberto
dc.contributor.author
Ambrosini, Ricardo Daniel
dc.contributor.author
de Borbon, Fernanda Maria
dc.date.available
2018-06-26T17:47:50Z
dc.date.issued
2016-02
dc.identifier.citation
Codina, Ramon Humberto; Ambrosini, Ricardo Daniel; de Borbon, Fernanda Maria; Alternatives to prevent the failure of RC members under close-in blast loadings; Pergamon-Elsevier Science Ltd; Engineering Failure Analysis; 60; 2-2016; 96-106
dc.identifier.issn
1350-6307
dc.identifier.uri
http://hdl.handle.net/11336/50114
dc.description.abstract
In this paper, an experimental study of the dynamic response of reinforced concrete (RC) members protected in different ways is presented. Two alternatives for the protection of RC members are designed and studied; classical steel jacketing and a new reinforced polyurethane sacrificial layer. The mitigation of shock and absorption of energy from the blast is studied with experimental methods. For comparison purposes, a RC member without protection is also tested and studied. As expected, the steel jacketing provided excellent protection reducing the maximum final deflection as well as reducing damage to the member. On the other hand, the proposed reinforced polyurethane protection performed reasonably well. The obtained results are useful for exploring new alternatives for the protection of RC columns as well as for the calibration of numerical codes.
dc.format
application/pdf
dc.language.iso
eng
dc.publisher
Pergamon-Elsevier Science Ltd
dc.rights
info:eu-repo/semantics/restrictedAccess
dc.rights.uri
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.subject
Experimental Tests
dc.subject
Material Failure
dc.subject
Near Field Explosions
dc.subject
Reinforced Polyurethane
dc.subject
Steel Jacketing
dc.subject.classification
Otras Ingeniería Civil
dc.subject.classification
Ingeniería Civil
dc.subject.classification
INGENIERÍAS Y TECNOLOGÍAS
dc.title
Alternatives to prevent the failure of RC members under close-in blast loadings
dc.type
info:eu-repo/semantics/article
dc.type
info:ar-repo/semantics/artículo
dc.type
info:eu-repo/semantics/publishedVersion
dc.date.updated
2018-06-26T13:45:33Z
dc.journal.volume
60
dc.journal.pagination
96-106
dc.journal.pais
Estados Unidos
dc.description.fil
Fil: Codina, Ramon Humberto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina
dc.description.fil
Fil: Ambrosini, Ricardo Daniel. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina
dc.description.fil
Fil: de Borbon, Fernanda Maria. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina
dc.journal.title
Engineering Failure Analysis
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/doi/http://dx.doi.org/10.1016/j.engfailanal.2015.11.038
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S1350630715301576


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