Rehabilitation and Strengthening of Concrete Structures Using Ultra-High Performance Fibre Reinforced Concrete
Author:
Affiliation:
1. EPFL ENAC IS MCS, Lausanne, Switzerland
Publisher
Informa UK Limited
Subject
Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.2749/101686613X13627347100437
Reference8 articles.
1. Wuest J.Structural Behaviour in Tension of Ultra-High Performance Fibre Reinforced Concrete in Composite Elements. Doctoral Thesis No. 3987, Swiss Federal Institute of Technology, Lausanne (EPFL), 2007 (in French).
2. Oesterlee C.Structural Response of Reinforced UHPFRC and RC Composite Members. Doctoral Thesis No. 4848, Swiss Federal Institute of Technology Lausanne (EPFL), 2010.
3. Habel K.Structural Behaviour of Elements Combining Ultra-High Performance Fibre Reinforced Concretes (UHPFRC) and Reinforced Concrete. Doctoral Thesis No 3036, Swiss Federal Institute of Technology Lausanne (EPFL), 2004.
4. Rotation capacity and stress redistribution ability of R-UHPFRC–RC composite continuous beams: an experimental investigation
5. Tensile fatigue behaviour of ultra-high performance fibre reinforced concrete (UHPFRC)
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