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Experimental test results of passive reinforcement anchorage in compression-compression-tension nodes

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Experimental test results of passive reinforcement anchorage in compression-compression-tension nodes

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dc.contributor.author Castro-Bugallo, M Carmen es_ES
dc.contributor.author Miguel Sosa, Pedro es_ES
dc.contributor.author Fernández Prada, Miguel Ángel es_ES
dc.contributor.author Martí Vargas, José Rocío es_ES
dc.date.accessioned 2024-02-08T08:36:46Z
dc.date.available 2024-02-08T08:36:46Z
dc.date.issued 2006-06-04 es_ES
dc.identifier.isbn 88-89972-05-X es_ES
dc.identifier.uri http://hdl.handle.net/10251/202426
dc.description.abstract [EN] An important factor in the design of concrete structures is the accurate estimation of the anchorage length, because it can determine the geometrical dimensions of structural elements such as corbels, ledegd ends and beam supported zones [1, 2, 3]. Experimental tests and theoretical investigations have pointed out that bond conditions remarkably improve in the presence of strong transverse compressions, applied perpendicularly to the bar axis [2, 3, 4, 5, 6, 7, 8, 9,10,11]. These radial forces are usually due to concentrated loads and reaction forces. Therefore, under these conditions, anchorage lengths are probably to be reduced. es_ES
dc.description.sponsorship This research is included in a larger research project, with reference BIA2004-02157, and funded by MEC (Ministry for Education and Science of Spain). es_ES
dc.language Inglés es_ES
dc.publisher CEB-FIP es_ES
dc.relation.ispartof Proceedings of the 2nd International FIB Congress Tomo 2 es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Passive Reinforcement Anchorage es_ES
dc.subject Compression-Compression-Tension Nodes es_ES
dc.subject C-C-T Nodes es_ES
dc.subject Anchorage length es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Experimental test results of passive reinforcement anchorage in compression-compression-tension nodes es_ES
dc.type Comunicación en congreso es_ES
dc.type Capítulo de libro es_ES
dc.relation.projectID info:eu-repo/grantAgreement///BIA2004-02157//ESTUDIO TEORICO-EXPERIMENTAL DEL ANCLAJE DE ARMADURAS PASIVAS EN REGIONES D DE ESTRUCTURAS DE HORMIGON CONSIDERANDO LA PRESION TRASVERSAL. / es_ES
dc.rights.accessRights Cerrado es_ES
dc.contributor.affiliation Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports es_ES
dc.description.bibliographicCitation Castro-Bugallo, MC.; Miguel Sosa, P.; Fernández Prada, MÁ.; Martí Vargas, JR. (2006). Experimental test results of passive reinforcement anchorage in compression-compression-tension nodes. CEB-FIP. 300-301. http://hdl.handle.net/10251/202426 es_ES
dc.description.accrualMethod S es_ES
dc.relation.conferencename 2nd International FIB Congress es_ES
dc.relation.conferencedate Junio 05-08,2006 es_ES
dc.relation.conferenceplace Napoles, Italia es_ES
dc.relation.publisherversion https://www.fib-international.org/publications/fib-proceedings/2nd-fib-congress-in-naples-italy-vol-1-pdf-714-detail.html es_ES
dc.description.upvformatpinicio 300 es_ES
dc.description.upvformatpfin 301 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela S\86254 es_ES
dc.contributor.funder Ministerio de Educación y Ciencia es_ES


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