Shear Behavior of Ultrahigh Performance Fiber-Reinforced Concrete Beams. II: Analysis and Design Provisions

Author:

Baby Florent1,Marchand Pierre2,Toutlemonde François3

Affiliation:

1. Researcher, Materials and Structures Dept., Paris-Est Univ.–IFSTTAR, 77447 Champs-sur-Marne, France (corresponding author).

2. Civil Engineer, Head, Laboratory for Experiments and Modeling, Materials and Structures Dept., Paris-Est Univ.–IFSTTAR, 77447 Champs-sur-Marne, France.

3. Chief Civil Engineer, Scientific Delegate, Materials and Structures Dept., Paris-Est Univ.–IFSTTAR, 77447 Champs-sur-Marne, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Baby F. (2012). “Contribution à l’identification et la prise en compte du BFUP à l’échelle de la structure [Contribution to identification of UHPFRC tensile constitutive behavior and accounting for structural design].” Ph.D. thesis Paris-Est Univ. Paris (in French).

2. Baby F. Billo J. Renaud J. C. Massotte C. Marchand P. and Toutlemonde F. (2010). “Shear resistance of ultra high performance fibre-reinforced concrete I-beams.” FraMCoS7 B. H. Oh O. C. Choi and L. Chung eds. Jeju Korea 1411–1417.

3. Baby F. Billo J. Renaud J. C. Massotte C. Marchand P. and Toutlemonde F. (2012). “Ultimate shear strength of ultra high performance fibre-reinforced concrete beams.” HIPERMAT 2012 Kassel 485–492.

4. Shear Behavior of Ultrahigh Performance Fiber-Reinforced Concrete Beams. I: Experimental Investigation

5. Bertram G. and Hegger J. (2008). “Shear carrying capacity of ultra-high performance concrete beams.” Int. Symp. on Utilization of High-Strength and High-Performance Concrete Japan Concrete Institute Tokyo 915–920.

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