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  4. Physico-mechanical properties of Ultra High Performance Fibre Reinforced Concrete
 
conference paper

Physico-mechanical properties of Ultra High Performance Fibre Reinforced Concrete

Kamen, A.
•
Denarié, E.  
•
Brühwiler, E.  
2006
Advances in Geomaterials and Structures AGS'06
First Euro Mediterranean Symposium on Advances on Germaterieals and Structures

The effect of different curing temperatures (from 20 to 40 °C) on the compressive strength and hydration of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) have been investigated between 3 and 28 days, using the loss on ignition test (LOI) and thermogravimetry. The results have shown that the ultimate degree of hydration is affected by the curing temperature. An reversed correlation with temperature was observed beyond 7 days. Increased temperature initially accelerated the hydration due to the evolution of the material microstructure and thus the mechanical performance, especially compressive strength, increased. In long term, however, a decreased rate of hydration and compressive strength were observed. Finally the degree of hydration was calculated on the basis of the thermogravimetric and loss on ignition.

  • Details
  • Metrics
Type
conference paper
Author(s)
Kamen, A.
Denarié, E.  
Brühwiler, E.  
Date Issued

2006

Published in
Advances in Geomaterials and Structures AGS'06
Start page

643

End page

648

Subjects

UHPFRC

•

thermogravimetry

•

loss on ignition

•

degree of hydration

•

curing

•

temperature.

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
MCS  
Event nameEvent placeEvent date
First Euro Mediterranean Symposium on Advances on Germaterieals and Structures

Hammamet, Tunisia

May 3-5, 2006

Available on Infoscience
April 20, 2007
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/4993
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