Issue 31

A. Abrishambaf et alii, Frattura ed Integrità Strutturale, 31 (2015) 38-53; DOI: 10.3221/IGF-ESIS.31.04 53 [19] Stroeven, P., Hu, J., Effectiveness near boundaries of fibre reinforcement in concrete, Materials and Structures, 39 (2006) 1001-1013. [20] Abrishambaf, A., Barros, J.A.O., Cunha, V.M.C.F., A state of art on the fibre orientation and distribution in steel fibre reinforced concrete, Report no. 13-DEC/E-16, University of Minho, Guimaraes, Portugal, (2013) 26-31. [21] Laranjeira, F., Grunewald,S., Walraven,J., Blom,C., Molins,C., Aguado, A., Characterization of the orientation profile of steel fiber reinforced concrete, Materials and Structures, 14 (2010) 1093-1111. [22] Zhou, F.P., Some aspects of tensile fracture behaviour and structural response of cementicious materials, Report no. tvbm-1008, division of building materials, Lund Institute of Technology, Lund, Sweden, (1988). [23] Abaqus Unified FEA software, User Manual, Dassault Systèmes Simulia Corp., Providence, RI, USA, (2009). [24] Abaqus Unified FEA software, Analysis user’s manual, Volume IV: Elements, Dassault Systèmes Simulia Corp., Providence, RI, USA, (2009). [25] Abaqus Unified FEA software, Analysis user’s manual, Volume III: Materials, Dassault Systèmes Simulia Corp., Providence, RI, USA, (2009). [26] Lubliner, J., Oliver, J., Oller, S., Onate, E., A plastic-damage model for concrete, International Journal of Solids Structures, 25 (1989) 299-329. [27] Jankowiak, T., Lodygowski, T., Identification of parameters of concrete damage plasticity constitutive model, Foundations of Civil and Environmental Engineering, 6 (2005) 53-69. [28] Kmiecik, P., Kaminski, M., Modeling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration, Archives of Civil and Mechanical Engineering, 11 (2011) 623-636. [29] Martinie, L., Roussel, N., Simple tools for fiber orientation in industrial practice, Cement and Concrete Research, 41 (2011) 993-1000. [30] Stähli, P., Custer, R., On flow properties, fibre distribution, fibre orientation and flexural behaviour of FRC, Materials and Structures, 41 (2008) 189-196. [31] RILEM TC162-TDF, Test and design methods for steel fibre reinforced concrete: Bending test. Materials and Structures, 33 (2000) 75-81. [32] EN 14651, Test method for metallic fibered concrete - Measuring the flexural tensile strength (limit of proportionality (LOP), residual), European Committee for Standardization, Brussels, (2005). [33] di Prisco, M., Ferrara, L., Lamperti, M.G.L., Double edge wedge splitting (DEWS): an indirect tension test to identify post-cracking behaviour of fibre reinforced cementitious composites. Materials and Structures, 46 (2013) 1893-1918.