Beams of Fibrous Concrete in Shear and Bending: Experiment and Model

Author:

Noghabai Keivan1

Affiliation:

1. Assoc. Prof., Div. of Struct. Engrg., Luleåa Univ. of Technol., SE-971 87 Luleåa, Sweden. E-mail: keivan.noghabai@ce.luth.se

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference14 articles.

1. An X. and Maekawa K. (1998). “Numerical simulation on shear failure of RC beams.” Proc. Fracture Mech. of Concrete Struct. H. Mihashi and K. Rokugo eds. AEDIFICATIO Freiburg Germany 1419–1428.

2. Ashour S. A. Hasanain G. S. and Wafa F. F. (1992). “Shear behavior of high-strength fiber reinforced concrete beams.” ACI Struct. J. 89(2) 176–184.

3. Casanova P. ( 1996). “Bétons renforcés de fibres métalliques du matériau à la structure ” PhD thesis Laboratoire Central de Ponts et Chaussées Paris (in French).

4. “CEB-FIP model code 1990.” (1993). Bulletin d'Information No. 213/214 Comité Euro-International du Béton Lausanne Switzerland.

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