Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/133816
Full metadata record
DC FieldValueLanguage
dc.creatorAna Mafalda Matos
dc.creatorSandra Nunes
dc.creatorCarla Costa
dc.creatorJosé L. Barroso Aguiar
dc.date.accessioned2023-06-23T23:12:50Z-
dc.date.available2023-06-23T23:12:50Z-
dc.date.issued2019
dc.identifier.issn0958-9465
dc.identifier.othersigarra:346987
dc.identifier.urihttps://hdl.handle.net/10216/133816-
dc.description.abstractThe main goal of the current paper is to optimize ultra-high performance cementitious material (UHPC) mixes incorporating the spent equilibrium catalyst (ECat) to mitigate autogenous shrinkage. Design of experiments approach was used to optimize mixtures targeting different engineering properties, namely, self-compactibility, low early-age shrinkage and cracking risk, improved durability and high mechanical performance. The statistical models established indicated that ECat exhibits a strong positive effect on the autogenous shrinkage mitigation of UHPC attributed to the water absorbed in the porous of ECat particles. The proposed optimal UHPC mixture represents the best compromise between low autogenous shrinkage - 32% of reduction - and high resistivity at 28 days without impairing self-compatibility and compressive strength. This optimal UHPC combined with 3% high-strength steel fibres (l(f)/d(f) = 65) proved to be comparable to other Ultra High-Performance Fibre Reinforced Composites (UHPFRC), in terms of mechanical behaviour, and more eco-friendly and cost-efficient than UHPCs reported in the literature.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.titleSpent equilibrium catalyst as internal curing agent in UHPFRC
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1016/j.cemconcomp.2019.103362
dc.identifier.authenticusP-00Q-SEK
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

Files in This Item:
File Description SizeFormat 
346987.pdf
  Restricted Access
1.95 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.