Sérgio Roberto Andrade Dantas

Prof. Dr. Sérgio Roberto Andrade Dantas


Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

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

Representative Publications

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1 July 2019 in Construction and Building Materials
Verified
Journal Article
Closed access
RSRamoel Serafini
Ramoel Serafini
SDSérgio Roberto Andrade Dantas
Sérgio Roberto Andrade Dantas
RSRenan P. Salvador
Renan P. Salvador
RARonney R. Agra
Ronney R. Agra
DRDimas Alan Strauss Rambo
Dimas Alan Strauss Rambo
AFAntonio Domingues De Figueiredo
Antonio Domingues De Figueiredo

1 August 2019 in Construction and Building Materials
Verified
Journal Article
Closed access
SDSérgio Roberto Andrade Dantas
Sérgio Roberto Andrade Dantas
RSRamoel Serafini
Ramoel Serafini
RRRoberto Cesar de Oliveira Romano
Roberto Cesar de Oliveira Romano
FVFúlvio Vittorino
Fúlvio Vittorino
KLKai Loh
Kai Loh

1 January 2022 in Fire Safety Journal
Verified
Journal Article
Closed access
RSRamoel Serafini
Ramoel Serafini
SDSérgio Roberto Andrade Dantas
Sérgio Roberto Andrade Dantas
RARonney R. Agra
Ronney R. Agra
AFAlbert de la Fuente
Albert de la Fuente
ABAntonio F. Berto
Antonio F. Berto
AFAntonio D. de Figueiredo
Antonio D. de Figueiredo

1 April 2022 in Journal of Building Engineering
Verified
Journal Article
Closed access
SDSérgio Roberto Andrade Dantas
Sérgio Roberto Andrade Dantas
FVFúlvio Vittorino
Fúlvio Vittorino
KLKai Loh
Kai Loh

1 July 2017 in Ambiente Construído
Verified
Journal Article
Open access
PDF file
SDSérgio Roberto Andrade Dantas
Sérgio Roberto Andrade Dantas
FVFulvio Vittorino
Fulvio Vittorino
KLKai Loh
Kai Loh
Contact of facades with degradation agents and direct incidence of ultraviolet radiation on external coatings make them more opaque over time, affecting their colour and reflectance characteristics. This study evaluated the effect of adding different TiO2 contents to mortars applied in concrete substrates in order to verify the reflectance maintenance on surfaces after exposure over time. Mortar with different concentrations of TiO2 (1%, 5%, 10%) were produced in relation to the total dry premix, added as a powder and compared to unpainted mortar without TiO2 (type "A") and painted mortar without TiO2 (type "B"), both used as a reference for colour and reflectance. Exposed over 16 months to climate conditions in São Paulo, regarding the maintenance of reflectance and solar radiation, the results showed that type "B" (0%TiO2) painted mortar presented the best performance. Type "C" (1%TiO2) and type "D" (5%TiO2) unpainted mortar remained more stable. Type "A" (0%TiO2) and type "E" (10%TiO2) unpainted mortar showed greater differences according to the Just Noticeable Difference (JND) range caused by dirt pick up.

1 October 2021 in Ambiente Construído
Verified
Journal Article
Open access
SDSérgio Roberto Andrade Dantas
Sérgio Roberto Andrade Dantas
FLFrancisco Jordão Nunes de Lima
Francisco Jordão Nunes de Lima
RRRoberto Cesar de Oliveira Romano
Roberto Cesar de Oliveira Romano
RPRafael Pileggi
Rafael Pileggi
KLKai Loh
Kai Loh
Adding TiO2 tocoating mortars is carried out to promote self-cleaning through photocatalytic activity. However, this addition influences the workability of the mortar and, consequently, the application stage as the TiO2 used can present a large number of fine particles and a high surface area, increasing the demand for mixing water, requiring consistency adjustments before coating. In this work, three mortars (two with the addition of different types of TiO2 and one reference) were developed on a laboratory scale to maintain similar workability, using the flow table test. The amount of kneading water was changed to maintain a spread of 220 ± 10 mm and the content of air-entrained was kept constant, around 25%. The mortars were evaluated using the squeeze flow method. Then, a blind test was performed to assess the mason sensitivity during handling and application of the coating, and all mortars were considered similar. However, the yield of the compositions with TiO2 addition was lower compared to the reference composition, making it possible to explain the results based on the physical parameters of the formulations and with a more in-depth analysis of the rheological indices obtained by the squeeze flow test.