Matthieu Briffaut

Prof. Dr. Matthieu Briffaut

Grenoble Alpes University

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

View All Publications
1 April 2011 in Engineering Structures
Verified
Journal Article
Closed access
MBMatthieu Briffaut
Matthieu Briffaut
FBF. Benboudjema
F. Benboudjema
JTJean Michel Torrenti
Jean Michel Torrenti
GNG. Nahas
G. Nahas

1 November 2012 in Construction and Building Materials
Verified
Journal Article
Closed access
MBMatthieu Briffaut
Matthieu Briffaut
FBFarid Benboudjema
Farid Benboudjema
JTJean Michel Torrenti
Jean Michel Torrenti
GNGeorges Nahas
Georges Nahas

1 September 2018 in Cement and Concrete Research
Verified
Journal Article
Closed access
DDDorjan Dauti
Dorjan Dauti
ATAlessandro Tengattini
Alessandro Tengattini
SPStefano Dal Pont
Stefano Dal Pont
NTNikolajs Toropovs
Nikolajs Toropovs
MBMatthieu Briffaut
Matthieu Briffaut
BWBenedikt Weber
Benedikt Weber

1 June 2018 in Engineering Structures
Verified
Journal Article
Closed access
MTM. Tatin
M. Tatin
MBMatthieu Briffaut
Matthieu Briffaut
FDF. Dufour
F. Dufour
ASA. Simon
A. Simon
JFJ.-P. Fabre
J.-P. Fabre

1 February 2016 in Cement and Concrete Research
Verified
Journal Article
Closed access
LZLudovic Zingg
Ludovic Zingg
MBMatthieu Briffaut
Matthieu Briffaut
JBJulien Baroth
Julien Baroth
Yann MalecotYann Malecot
Yann Malecot

10 May 2012 in European Journal of Environmental and Civil Engineering
Verified
Journal Article
Closed access
MBMatthieu Briffaut
Matthieu Briffaut
FBFarid Benboudjema
Farid Benboudjema
JTJean Michel Torrenti
Jean Michel Torrenti
GNGeorges Nahas
Georges Nahas
At early age, temperature in massive concrete structures may reach over 70°C because hydration is an exothermic chemical reaction. Temperature evolution (increasing followed by decreasing temperature) can lead to damage risks in the short and long term. Firstly, cracking due to self-restrained strains (essentially thermal strains) can occur (which increase the transport properties and so the kinetics of degradation); and secondly, delayed ettringite formation can appear. In addition, if autogenous and thermal strains are restrained, compressive stresses and then tensile stresses increase, which can cause crossing cracks. However, this paper will not deal with these phenomena. In the first part, sensitivity to delayed ettringite formation and early age cracks by self-restrained strains are studied with regards to the environmental conditions by a numerical approach. This part shows that the external temperature has a significant impact on the maximal temperature reached, but that the temperature difference between the core and the surface is mainly impacted by the wind velocity. Then, a parametric study on the effect of the variation of thermal properties at early age has been achieved and shows that it needs to be taken into account. Finally, visco-elastic mechanical calculations show the impact of thermal property variation on the stresses generated by self restraint.