Durabilidade do betão auto-compactável reforçado com fibras de aço

A durabilidade é uma das características mais importantes que o betão deve possuir devido à sua fundamental incidência na vida útil das estruturas. Para os betões convencionais, sem adição de fibras de aço, existem indicadores de durabilidade que são já de utilização corrente. No entanto, para o betão auto-compactável reforçado com fibras de aço (BACRFA) a investigação relacionada com a durabilidade ainda é escassa, nomeadamente os aspetos relacionados com a resistência à corrosão das fibras. Neste seguimento, desenvolveu-se um trabalho experimental com provetes de BACRFA e provetes de betão auto-compactável (BAC) sem fibras, com o objetivo de caracterizar o comportamento mecânico (módulo de elasticidade, resistência à compressão e à flexão) e avaliar parâmetros indicadores de durabilidade (absorção de água por imersão e por capilaridade, permeabilidade ao ar, resistividade elétrica, difusão de cloretos por migração em regime não estacionário e resistência à carbonatação). Os resultados obtidos para os diferentes betões em estudo são apresentados e analisados.

Durabilidade de argamassas de base cimentícia reforçadas com fibras sintéticas

O presente artigo apresenta os resultados obtidos num programa experimental de caracterização de três argamassas de matriz cimentícia reforçadas com diferente tipo de fibras, nomeadamente, fibras de poliacrilonitrila (PAN), vidro (GF), polipropileno (PP) e de álcool polivinílico (PVA). A avaliação do desempenho das fibras como reforço efetivo de materiais de matriz cimentícia, foi realizada com ensaios de avaliação das propriedades reológicas, mecânicas (compressão e flexão) e de durabilidade (absorção de água por capilaridade e permeabilidade ao ar e à água). De modo a comparar e analisar os resultados obtidos, foram também realizados os mesmos ensaios com uma argamassa comercial de base cimentícia. Os ensaios são descritos e os principais resultados obtidos são apresentados e discutidos.Esta investigação foi realizada no âmbito do projeto InoTec - Material inovador de ultra elevada ductilidade para a reabilitação do património construído, promovido pela Empresa CiviTest e pela Universidade do Minho e financiado pelo COMPETE / QREN / FEDER (NORTE-07-0202 FEDER-023024). O primeiro autor agradece a bolsa de investigação atribuída ao abrigo deste projeto. Um especial agradecimento à empresa Owens Corning pelo fornecimento das fibras de vidro, à Exporplas pelas fibras de polipropileno, à Sika pelo superplastificante, à Secil pelo cimento, à CHRYSO pelo VMA e à S&P Clever Reinforcement Ibérica pelo fornecimento da argamassa comercial

Influence of the chloride attack on the post-cracking behavior of Recycled Steel Fiber Reinforced Concrete

The main purpose of the present work is to study the mechanical behavior and durability performance of recycled steel fiber reinforced concrete (RSFRC) under a chloride environment. To this end, the effect of chloride attack on the load-carrying capacity of pre-cracked RSFRC round panels is investigated by performing round panel tests supported on three points (RPT-3ps), considering the influence of the crack width and the fiber distribution/orientation profile. In addition, the influence of the adopted chloride exposure conditions on the post-cracking constitutive laws of the developed RSFRC is also assessed by performing numerical simulations for the prediction of the long-term performance of RSFRC under these aggressive conditions. The tensile stress–crack width relationship of RSFRC is derived by performing an inverse analysis with the RPT-3ps results. The obtained experimental and numerical results show a negligible effect of the chloride attack on the post-cracking behavior of RSFRC for the chloride exposure conditions and pre-crack width levels adopted in this study.This research was funded by C.F. research grant PD/BD/113638/2015 provided by Fundação para a Ciência e a Tecnologia (FCT) through the Doctoral Program in Eco Construction and Rehabilitation–EcoCoRe, and J.B. through the project ICoSyTec (POCI-01-0145-FEDER-027990) financed by FCT and co-funded by FEDER through Operational Competitiveness and Internationalization Programme (POCI)

Argamassa de ultra-elevada ductilidade para reabilitação: comportamento mecânico e durabilidade

Foi desenvolvida uma argamassa de ultra elevada ductilidade reforçada com fibras (FRCC) para uma nova técnica de reforço de estruturas existentes. São apresentados os estudos de caracterização do material, do ponto de vista mecânico (compressão e flexão), durabilidade (absorção de água por capilaridade, permeabilidade ao ar e à água, retração por secagem) e aderência ao suporte. É ainda apresentado um estudo da aplicação de diferentes tipos de conetores a empregar na técnica de reforço proposta, cujo desempenho foi determinado pela realização de ensaios de push-out.Fundação para a Ciência e a Tecnologia (FCT) FEDER - Programa Operacional do Nort

Durability of steel fiber reinforced self-compacting concrete

Publicado em "Proceedings of the 5th International Conference on The Concrete Future", ISBN 978-981-07-6067-0For conventional concrete without steel fibers, although still an aspect under discussion, there are some commonly used durability indicators. However, for steel fiber reinforced self-compacting concrete (SFRSCC) literature is sparse and the aspects of durability, particularly corrosion resistance, still deserve deeper research, mainly the corrosion of the fibers, since its influence on the appearance and on the serviceability limit states of a SFRSCC structure can be a concern. Therefore, in the ambit of an ongoing research project dealing with the development of SFRSCC sandwich panels, durability tests were executed to compare the performance of SFRSCC and self-compacting concrete (SCC) specimens. Nine different tests were performed, applied to SFRSCC and SCC in order to characterize their mechanical properties (elasticity modulus, compressive strength and flexural behaviour) and to evaluate its durability indicators normally used for plain concrete, namely: water absorption by immersion and by capillarity, permeability to air, electrical resistivity, chloride diffusion by migration under nonsteady state and carbonation. The results for the different concretes and curing times up to 28 days are presented and analyzed.(undefined

Durability of steel fiber reinforced self-compacting concrete

Durability is one of the most important aspects of concrete due to its fundamental incidence on the serviceability working conditions of concrete structures. Research on the durability of steel fiber reinforced self-compacting concrete (SFRSCC) is still scarce, particularly in the aspects of corrosion resistance, which did not yet demonstrate clearly whether the corrosion of steel fibers may or may not lead to cracking and subsequent spalling of the surrounding concrete. For conventional concrete, without steel fibers, there are some widespread used durability indicators, which applicability to SFRSCC and its common values are practically unknown. For this purpose, an experimental work with SFRSCC and self-compacting concrete (SCC) specimens was carried out in order to characterize their mechanical properties and evaluate durability indicators. The results showed that the addition of steel fibers to SCC was very effective in terms of increasing the post-cracking flexural resistance and the energy absorption, and did not affect significantly the selfcompacting requisites and the durability indicators of SCC.The study reported in this paper is part of the research project QREN number 5387, LEGOUSE - Development of cost competitive pre-fabricated modular buildings, involving the Companies Mota-Engil, CiviTest, the ISISE/University of Minho and PIEP. The authors wish to acknowledge the support provided by Maccaferri and Radmix for the supplying of the fibers, Sika for the superplasticizer, Secil for the cement and Omya Comital for the limestone filler. The first author acknowledges the research grant under this project

Ultra-high sensitive strain sensor based on post-processed optical fiber Bragg grating

An ultra-high sensitive strain sensor is proposed. The sensing head, based on the post-processing of a fiber Bragg grating, is used to perform passive and active strain measurements. Both wavelength and full width half maximum dependences with the applied strain are studied for the passive sensor, where maximum sensitivities of 104.1 pm/με and 61.6 pm/με are respectively obtained. When combining the high performance of this sensor with a ring laser cavity configuration, the Bragg grating will act as a filter and high resolution measurements can be performed. With the proposed sensor, a resolution of 700 nε is achieved

Tuning of fiber optic surface reflectivity through graphene oxide-based Layer-by-Layer film coatings

SFRH/BD/135820/2018 UID/EEA/50014/2019 UID/FIS/00068/2019 M-ERA-NET2/0002/2016The use of graphene oxide-based coatings on optical fibers are investigated, aiming to tune the reflectivity of optical fiber surfaces for use in precision sensing devices. Graphene oxide (GO) layers are successfully deposited onto optical fiber ends, either in cleaved or hollow microspheres, by mounting combined bilayers of polyethylenimine (PEI) and GO layers using the Layer-by-Layer (LbL) technique. The reflectivity of optical fibers coated with graphene oxide layers is investigated for the telecom region allowing to both monitor layer growth kinetics and cavity characterization. Tunable reflective surfaces are successfully attained in both cleaved optical fibers and hollow microsphere fiber-based sensors by simply coating them with PEI/GO layers through the LbL film technique.publishersversionpublishe