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

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

Reference31 articles.

1. ASTM. (1998). “Standard specification for flow table for use in tests of hydraulic cement.” C230 Philadelphia PA.

2. 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).

3. A proposed flexural test method and associated inverse analysis for UHPFRC;Baby F.;ACI Mater. J.,2012

4. UHPFRC tensile behavior characterization: inverse analysis of four-point bending test results

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

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