- -

Effects of autogenous healing on the recovery of mechanical performance of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs): Part 1

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Effects of autogenous healing on the recovery of mechanical performance of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs): Part 1

Mostrar el registro sencillo del ítem

Ficheros en el ítem

dc.contributor.author Ferrara, Liberato es_ES
dc.contributor.author Krelani, V. es_ES
dc.contributor.author Moretti, F. es_ES
dc.contributor.author Roig-Flores, M. es_ES
dc.contributor.author Serna Ros, Pedro es_ES
dc.date.accessioned 2018-06-30T04:21:58Z
dc.date.available 2018-06-30T04:21:58Z
dc.date.issued 2017 es_ES
dc.identifier.issn 0958-9465 es_ES
dc.identifier.uri http://hdl.handle.net/10251/104862
dc.description.abstract [EN] This paper presents the results are shown of a thorough characterization of the self-healing capacity of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs). The capacity of the material will be investigated to completely or partially re-seal the cracks, as a function of its composition, maximum crack width and exposure conditions. The analysis will also consider different flow-induced alignments of fibres, which can result into either strain-hardening or softening behaviour, whether the material is stressed parallel or perpendicularly to the fibres, respectively. Beam specimens, initially pre-cracked in 4-point bending up to different values of crack opening, were submitted to different exposure conditions, including water immersion, exposure to humid or dry air, and wet-and-dry cycles. After scheduled exposure times, ranging from one month to two years, specimens were tested up to failure according to the same test set-up employed for pre-cracking. Outcomes of the self-healing phenomenon, if any, were analyzed in terms of recovery of stiffness, strength and ductility. In a durability-based design framework, self-healing indices quantifying the recovery of mechanical properties were also defined and their significance cross-checked. es_ES
dc.description.sponsorship The support of Politecnico di Milano - Young Researchers 2011 grant to the project Self-healing capacity of cementitious composites is gratefully acknowledged. The authors also thank Matteo Geminiani, Raffaele Gorlezza and Gregorio Sanchez Arevalo for their help in performing experimental tests along different time steps of the project, in partial fulfilment of the requirements to obtain their MScEng degrees.
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Cement and Concrete Composites es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Self-healing es_ES
dc.subject High performance fibre reinforced concrete es_ES
dc.subject Fibre orientation es_ES
dc.subject Recovery of mechanical properties es_ES
dc.subject Durability es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Effects of autogenous healing on the recovery of mechanical performance of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs): Part 1 es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.cemconcomp.2017.07.010 es_ES
dc.rights.accessRights Abierto es_ES
dc.date.embargoEndDate 2019-10-01 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. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó es_ES
dc.description.bibliographicCitation Ferrara, L.; Krelani, V.; Moretti, F.; Roig-Flores, M.; Serna Ros, P. (2017). Effects of autogenous healing on the recovery of mechanical performance of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs): Part 1. Cement and Concrete Composites. 83:76-100. doi:10.1016/j.cemconcomp.2017.07.010 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.cemconcomp.2017.07.010 es_ES
dc.description.upvformatpinicio 76 es_ES
dc.description.upvformatpfin 100 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 83 es_ES
dc.relation.pasarela S\341184 es_ES
dc.contributor.funder Politecnico di Milano


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem