Mostrar el registro sencillo del ítem
dc.contributor.author | Domingo Cabo, Alberto | es_ES |
dc.contributor.author | Lazaro, Carlos | es_ES |
dc.contributor.author | López Gayarre, Fernando | es_ES |
dc.contributor.author | Serrano, M. A. | es_ES |
dc.contributor.author | López Codina, C. | es_ES |
dc.date.accessioned | 2016-04-28T06:59:52Z | |
dc.date.available | 2016-04-28T06:59:52Z | |
dc.date.issued | 2009-12 | |
dc.identifier.issn | 1359-5997 | |
dc.identifier.uri | http://hdl.handle.net/10251/63086 | |
dc.description.abstract | The main aim of this work was to determine creep and shrinkage variations experienced in recycled concrete, made by replacing the main fraction of the natural aggregate with a recycled aggregate coming from waste concrete and comparing it to a control concrete. It was possible to state that the evolution of deformation by shrinkage and creep was similar to a conventional concrete, although the results after a period of 180 days showed the influence of the substitution percentage in the recycled aggregates present in the mixture. In the case when 100% coarse natural aggregate was replaced by recycled aggregate there was an increase in the deformations by creep of 51% and by shrinkage of 70% as compared to those experienced by the control concrete. The substitution percentages of coarse natural aggregate by coarse recycled aggregate were 20, 50 and 100%. Fine natural aggregate was used in all cases and the amount of cement and water–cement ratio remained constant in the mixture. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Springer Verlag (Germany) | es_ES |
dc.relation.ispartof | Materials and Structures | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Creep | es_ES |
dc.subject | Shrinkage | es_ES |
dc.subject | Recycled concrete | es_ES |
dc.subject | Recycled aggregate concrete | es_ES |
dc.subject.classification | MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.title | Long term deformations by creep and shrinkage in recycled aggregate concrete | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1617/s11527-009-9573-0 | |
dc.rights.accessRights | Cerrado | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | 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 | Domingo Cabo, A.; Lazaro, C.; López Gayarre, F.; Serrano, MA.; López Codina, C. (2009). Long term deformations by creep and shrinkage in recycled aggregate concrete. Materials and Structures. 43(8):1147-1160. doi:10.1617/s11527-009-9573-0 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1617/s11527-009-9573-0 | es_ES |
dc.description.upvformatpinicio | 1147 | es_ES |
dc.description.upvformatpfin | 1160 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 43 | es_ES |
dc.description.issue | 8 | es_ES |
dc.relation.senia | 38819 | es_ES |
dc.description.references | Alaejos Gutierrez P (2006) Utilización de árido reciclado para la fabricación de hormigón estructural. ACHE (Asociación científico-Técnica del Hormigón Estructural) | es_ES |
dc.description.references | EHE, Annex 19 (2008) Instrucción de Hormigón Estructural. Ministerio de Fomento | es_ES |
dc.description.references | Sánchez de Juan M (2005) Estudio sobre la utilización de árido reciclado para la fabricación de hormigón estructural. PhD Thesis, Polytechnic University of Madrid, Spain | es_ES |
dc.description.references | Gómez-Soberón JMV (2003) Relationship between gas absorption and the shrinkage and creep of recycled aggregate concrete. Cem Concr Aggreg 25(2):42–48 | es_ES |
dc.description.references | Amnon K (2003) Properties of concrete made with recycled aggregate from partially hydrates old concrete. Cem Concr Resour 33:703–711 | es_ES |
dc.description.references | Kishore R, Bairagi NK (2007) Creep and drying shrinkage of recycled aggregate concrete. In: Proceedings of the first international conference on recent advances in concrete technology, pp 289–298 | es_ES |
dc.description.references | Poon CS, Kou SC, Chan D (2006) Influence of steam curing on hardened properties of recycled aggregate concrete. Mag Concr Res 58:289–299 | es_ES |
dc.description.references | Sato R, Maruyama I, Sogabe T et al (2007) Flexural behavior of reinforced recycled concrete beams. J Adv Concr Technol 5:43–61 | es_ES |
dc.description.references | Zaharieva R (2003) Assessment of the surface permeation properties of recycled aggregate concrete. Cem Concr Compos 25:223–232 | es_ES |
dc.description.references | Torben CH (1986) The second RILEM state of the art report on recycled aggregate and recycled aggregates concrete. Mater Struct 1(111):201–246 | es_ES |
dc.description.references | Barra M (1996) Estudio de la durabilidad del hormigón de arido reciclado en su aplicación como hormigón estructural. PhD Thesis, Polytechnic University of Cataluña, Spain | es_ES |
dc.description.references | Etxeberria M (2006) Recycled aggregate concrete as structural material. Mater Struct 40:529–541 | es_ES |
dc.description.references | ASTM C512-02 (2002) Standard test method for creep of concrete in compression. American Society for Testing and Materials, Philadelphia | es_ES |
dc.description.references | Kakizaki M, Harada M, Soshiroda T, Kubota S, Ikeda T, Kasai Y (1988) Strength and elastic modulus of recycled aggregate concrete. In: Proceedings of the second international RILEM symposium on demolition and reuse of concrete and masonry, vol 2. Reuse of Demolition Waste, pp 565–574 | es_ES |
dc.description.references | CEB-FIP (1990) Model code. Comité Euro-International du Béton–Fédération Internationale de la Précontrainte | es_ES |
dc.description.references | RILEM Model B3 (1995) Creep and shrinkage model for analysis and design of concrete structures | es_ES |
dc.description.references | Gardner NJ, Lockman MJ (2001) Design provisions for drying shrinkage and creep of normal strength concrete. ACI Mater J 98(2):159–167 | es_ES |