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Fire Endurance of Concrete Elements Reinforced With GFRP Bars

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Fire Endurance of Concrete Elements Reinforced With GFRP Bars

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dc.contributor.author Almerich Chulia, Ana Isabel es_ES
dc.contributor.author Molines Cano, José Miguel es_ES
dc.contributor.author Martín Concepcion, Pedro Efrén es_ES
dc.contributor.author Rovira Soler, Juan Antonio es_ES
dc.date.accessioned 2013-07-02T12:48:40Z
dc.date.issued 2013
dc.identifier.issn 1022-6680
dc.identifier.uri http://hdl.handle.net/10251/30372
dc.description.abstract [EN] Fire engineering is primarily to prevent loss of life or injury during a fire. Obviously the best way to achieve this is to prevent ignition, minimizing fire spread and smoke, dying the fire before it has fully developed. When this is not possible, when the fire is fully developed, structural elements must guarantee sufficient fire resistance. If containment methods fail, structural integrity must stay for a period long enough to evacuate occupants and firemen put out it. This investigation studies the bearing capacity of GFRP reinforced concrete element, its fire resistance, variations of its mechanics characteristics and its bonding to concrete when temperature rises, together others changes that may occur in the element. es_ES
dc.language Inglés es_ES
dc.publisher Trans Tech Publications es_ES
dc.relation.ispartof Advanced Materials Research es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject GFRP rebar es_ES
dc.subject Fire es_ES
dc.subject Internal reinforcement es_ES
dc.subject Reinforced concrete es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title Fire Endurance of Concrete Elements Reinforced With GFRP Bars es_ES
dc.type Artículo es_ES
dc.embargo.lift 10000-01-01
dc.embargo.terms forever es_ES
dc.identifier.doi 10.4028/www.scientific.net/AMR.651.181
dc.rights.accessRights Cerrado es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.description.bibliographicCitation Almerich Chulia, AI.; Molines Cano, JM.; Martín Concepcion, PE.; Rovira Soler, JA. (2013). Fire Endurance of Concrete Elements Reinforced With GFRP Bars. Advanced Materials Research. 651:181-186. doi:10.4028/www.scientific.net/AMR.651.181 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.4028/www.scientific.net/AMR.651.181 es_ES
dc.description.upvformatpinicio 181 es_ES
dc.description.upvformatpfin 186 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 651 es_ES
dc.relation.senia 234033
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dc.description.references ROVIRA, J.A. Modelo teórico de secciones de hormigón armadas con redondos GFRP,. Universdad Politecnica de Valencia, Spain. (2009). es_ES
dc.description.references ROVIRA, J. Barra a base de polímeros reforzados con fibras para el armado del hormigón,. Patente nº ES 2 235 011, (2010). es_ES
dc.description.references ANDERBERG, Y. Spalling phenomena of HPC and OC,. NIST Workshop on fire performance of high strength concrete. Gaithersburg, Sweden. (1997). es_ES
dc.description.references ALMERICH CHULIA, A. Diseño, según estados límites, de estructuras de hormigón armado con redondos de fibra de vidrio GFRP,. Tesis, Univ. Politécnica Valencia, Spain (2010). es_ES


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