Lightweight Panels of Steel Fiber-Reinforced Self-Compacting Concrete

Author:

Barros Joaquim123,Pereira Eduardo123,Santos Simão123

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Minho, Campus de Azurém, Guimarães 4810-058, Portugal (corresponding author). E-mail: barros@civil.uminho.pt

2. Assistant, Dept. of Civil Engineering, Univ. of Minho, Campus de Azurém, Guimarães 4810-058, Portugal. E-mail: epereira@civil.uminho.pt

3. Researcher, Civitest Company, Celeirós, Braga 4705-414, Portugal. E-mail: simaopfsantos@civitest.pt

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. Model for the analysis of steel fibre reinforced concrete slabs on grade

2. Barros J. A. O. Pereira E. B. Cunha V. M. C. F. Ribeiro A. F. Santos S. P. F. and Queirós P. A. A. A. V. (2005a). “PABERFIA—Lightweight sandwhich panels in steel fiber reinforced self-compacting concrete.” Technical Rep. No. 05-DEC/E-29 Dept. of Civil Engineering School Engineering Univ. of Minho 63.

3. Post-cracking behaviour of steel fibre reinforced concrete

4. Durability of some glass fiber reinforced cement composites;Bijen J.;ACI J.,1983

5. CEB-FIP Model Code 1990. (1993). “Design code.” Comite Euro-International du Béton Bulletin d’Information n° 213/214 437.

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