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  4. Structural Behaviour of Composite Elements Combining Reinforced Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) and Reinforced Concrete
 
research article

Structural Behaviour of Composite Elements Combining Reinforced Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) and Reinforced Concrete

Oesterlee, Cornelius  
•
Bruehwiler, Eugen  
•
Denarie, Emmanuel  
2009
Beton- Und Stahlbetonbau

Structural Behaviour of Composite Elements Combining Reinforced Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) and Reinforced Concrete Due to their high strengths, high deformability and low permeability Ultra-High Performance Fibre-Reinforced Concretes (UHPFRC) are suitable for the improvement and rehabilitation of existing concrete structures. Thin layers of reinforced UHPFRC that are applied to existing concrete members, increase both the load bearing capacity and the serviceability. By comprehensive experimental studies the behaviour of UHPFRC with additional bar reinforcement was investigated. The reinforcement of UHPFRC is advantageous in order to increase the strain hardening capacity of UHPFRC, its load bearing capacity and to reduce the scatter of its mechanical properties. Low or high strength steel grades with various surface characteristics can be used as reinforcement of UHPFRC. Finally two on site applications are presented.

  • Details
  • Metrics
Type
research article
DOI
10.1002/best.200900016
Web of Science ID

WOS:000269113700002

Author(s)
Oesterlee, Cornelius  
Bruehwiler, Eugen  
Denarie, Emmanuel  
Date Issued

2009

Published in
Beton- Und Stahlbetonbau
Volume

104

Start page

462

End page

470

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
MCS  
Available on Infoscience
November 30, 2010
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/59923
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