Post-cracking behaviour of selfcompacting steel fibre reinforced concrete
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Eduardo Pereira | Joaquim A. O. Barros | Aires Camões | Alberto F. Ribeiro | A. Camões | J. Barros | E. Pereira | A. F. Ribeiro
[1] J. D. Dewar,et al. Computer Modelling of Concrete Mixtures , 1999 .
[2] Lucie Vandewalle,et al. RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete' - sigma-epsilon-design method - Final Recommendation , 2003 .
[3] Joaquim Figueiras,et al. Flexural Behavior of SFRC: Testing and Modeling , 1999 .
[4] Jin-Song Pei,et al. Flexural Behavior of Steel Fiber Reinforced Concrete , 1998 .
[5] Lucie Vandewalle,et al. RILEM TC162-TDF : Test and Design Methods for Steel Fibre Reinforced Concrete : Bending Test, "Technical Recommendation" , 2002 .
[6] José Sena-Cruz,et al. Software no ensino e no projecto de estruturas , 2003 .
[7] José Sena-Cruz,et al. Stress-crack opening relationship of enhanced performance concrete , 2004 .
[8] Luc Oger,et al. Mobile particulate systems , 1995 .
[9] P. Petersson. Crack growth and development of fracture zones in plain concrete and similar materials , 1981 .
[10] Lucie Vandewalle,et al. Test and design methods for steel fiber reinforced concrete , 2000 .