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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. Barra a base de polímeros reforzados con fibras para el armado del hormigón,. Patente nº ES 2 235 011, (2010). | es_ES |
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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 |