Constitutive model for steel fiber reinforced concrete under shear and tension accounting for fiber orientation effect

Author:

Vu Duc-Tam1ORCID,Terrade Benjamin1,Marchand Pierre2,Bouteille Sébastien3,Toutlemonde François1

Affiliation:

1. EMGCU Laboratory, Materials and Structures Department, Gustave Eiffel University, Champs-sur-Marne, France

2. Direction Technique Infrastructures de Transport et Matériaux, Centre d’Etudes et d’Expertise sur les Risques, l’Environnement, la Mobilité et l’Aménagement (DTecITM/CEREMA), Fontenay sous Bois, France

3. Centre d’Etudes des Tunnels, Bron, France

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Reference48 articles.

1. Enhanced Contact Model for Shear Friction of Normal and High-Strength Concrete

2. Effect of mechanical clamping on the pull-out response of hooked steel fibers embedded in cementitious matrices;Alwan J.;Concrete Science and Engineering,,1999

3. Baby F. (2012). Contribution à l’identification et la prise en compte du comportement en traction des BFUP à l’échelle de la structure . [PhD thesis]. Université Paris-Est.

4. Crack growth resistance of hybrid fiber reinforced cement composites

5. Post-cracking behaviour of steel fibre reinforced concrete

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