Lucas Babadopulos

Dr. Lucas Babadopulos

orcid

Research Focus & Metrics

Academic Career Length

16Years (2011-Present)

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

Representative Publications

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1 August 2017 in Construction and Building Materials
Verified
Journal Article
Closed access
JBJuceline Batista dos Santos Batista dos Santos Bastos
Juceline Batista dos Santos Batista dos Santos Bastos
LBLucas Babadopulos
Lucas Babadopulos
JSJORGE BARBOSA SOARES
JORGE BARBOSA SOARES

1 August 2019 in Construction and Building Materials
Verified
Journal Article
Closed access
JJJorge L.O. Lucas Júnior
Jorge L.O. Lucas Júnior
LBLucas Babadopulos
Lucas Babadopulos
JSJorge B. Soares
Jorge B. Soares

1 July 2019 in International Journal of Fatigue
Verified
Journal Article
Closed access
LBLucas Babadopulos
Lucas Babadopulos
GOGabriel Orozco
Gabriel Orozco
CSCédric Sauzéat
Cédric Sauzéat
HBHervé Di Benedetto
Hervé Di Benedetto

25 July 2017 in Mechanics of Time-Dependent Materials
Verified
Journal Article
Closed access
PDF file
SMSalvatore Mangiafico
Salvatore Mangiafico
LBLucas Babadopulos
Lucas Babadopulos
CSC. Sauzéat
C. Sauzéat
HBHervé Di Benedetto
Hervé Di Benedetto

1 September 2017 in Construction and Building Materials
Verified
Journal Article
Closed access
LSLuciano Pivoto Specht
Luciano Pivoto Specht
LBLucas Babadopulos
Lucas Babadopulos
HBHervé Di Benedetto
Hervé Di Benedetto
CSCédric Sauzéat
Cédric Sauzéat
JSJORGE BARBOSA SOARES
JORGE BARBOSA SOARES

1 December 2016 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
LBLucas Babadopulos
Lucas Babadopulos
JFJorge Luis S. Ferreira
Jorge Luis S. Ferreira
JSJORGE BARBOSA SOARES
JORGE BARBOSA SOARES
LNLuis Alberto H. Do Nascimento
Luis Alberto H. Do Nascimento
VCVeronica Teixeira Franco Castelo-Branco
Veronica Teixeira Franco Castelo-Branco
This work focuses on modeling fatigue for aged asphalt mixtures. This is accomplished by combining existing models and adapting asphalt mixture aging laboratory procedures. The aging model used is based on the evolution of an internal state variable, and it is capable of taking into account the effect of aging temperature. The simplified viscoelastic continuum damage (S-VECD) model was selected for representing the fatigue damage behavior. Results at four aging states were analyzed, including the unaged mixture. Aged mixtures were obtained by heating loose asphalt mixture in an oven for two periods (2 and 45 days) and two temperatures (85 and 135°C). Based on the results from linear viscoelastic and S-VECD characterization, it was concluded that aging produces less damage tolerant materials; i.e., fatigue failure is observed for less evolved damage states. However, depending on the pavement conditions and on the pavement cross section geometry, because of the increase in material stiffness, aging ...