Jorge Pontes

Mr. Jorge Pontes

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Research Focus & Metrics

Academic Career Length

15Years (2012-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 October 2013 in Construction and Building Materials
Verified
Journal Article
Closed access
DSD. Serpa
D. Serpa
ASAntónio Santos Silva
António Santos Silva
Jorge De BritoJorge De Brito
Jorge De Brito
JPJorge Pontes
Jorge Pontes
DSD. Soares
D. Soares

6 August 2021 in Applied Sciences
Verified
Journal Article
Open access
PDF file
JPJorge Pontes
Jorge Pontes
JBJosé Alexandre Bogas
José Alexandre Bogas
SRSofia Real
Sofia Real
ASAndre Filipe Rosário Marcelino Silva
Andre Filipe Rosário Marcelino Silva
Chloride-induced corrosion has been one of the main causes of reinforced concrete deterioration. One of the most used methods in assessing the chloride penetration resistance of concrete is the rapid chloride migration test (RCMT). This is an expeditious and simple method but may not be representative of the chloride transport behaviour of concrete in real environment. Other methods, like immersion (IT) and wetting–drying tests (WDT), allow for a more accurate approach to reality, but are laborious and very time-consuming. This paper aims to analyse the capacity of RCMT in assessing the chloride penetration resistance of common concrete produced with different types of aggregate (normal and lightweight) and paste composition (variable type of binder and water/binder ratio). To this end, the RCMT results were compared with those obtained from the same concretes under long-term IT and WDT. A reasonable correlation between the RCMT and diffusion tests was found, when slow-reactive supplementary materials or porous lightweight aggregates surrounded by weak pastes were not considered. A poorer correlation was found when concrete was exposed under wetting–drying conditions. Nevertheless, the RCMT was able to sort concretes in different classes of chloride penetration resistance under distinct exposure conditions, regardless of the type of aggregate and water/binder ratio.

12 November 2012 in Materials Science Forum
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Journal Article
Closed access
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JPJorge Pontes
Jorge Pontes
ASAntónio Santos Silva
António Santos Silva
Paulina FariaPaulina Faria
Paulina Faria
Pozzolanicity is a very interesting issue regarding building materials, as a way to enhance mortars and concrete durability. This property results from the reaction between calcium hydroxide and silica and alumina based materials. Different types of natural and artificial pozzolans show pozzolanic activities that differ depending on the materials characteristics. Therefore, the study of this property, namely its reactivity with calcium hydroxide, reveals itself to be important in the selection of the type and content of these materials. This paper presents the results of several pozzolanic reactivity methods, applied to different pozzolanic materials. The selected pozzolanic methods include Chapelle method, Fratinni method and Strength Activity Index. Those tests have been applied to evaluate the reactivity of various kinds of artificial pozzolans. The correlation between the test methods are presented and discussed.

9 September 2023 in Construction and Building Materials
Verified
Journal Article
Closed access
JPJorge Pontes
Jorge Pontes
SRSofia Real
Sofia Real
JBJosé Alexandre Bogas
José Alexandre Bogas

1 March 2021 in Construction and Building Materials
Verified
Journal Article
Closed access
SRSofia Real
Sofia Real
JBJosé Alexandre Bogas
José Alexandre Bogas
JPJorge Pontes
Jorge Pontes