Issue 49

L. Restuccia, Frattura ed Integrità Strutturale, 49 (2019) 676-689; DOI: 10.3221/IGF-ESIS.49.61 689 [28] Shah, S.P. (1990). RILEM TC 89-FMT, Determination of fracture parameters (KIC and CTODc) of plain concrete using three-point bend tests, Mater. Struct. 23, pp. 457-460. [29] RILEM TCS (1985). Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams, Mater. Struct. 18, pp. 285-290. [30] CEN STANDARD SAND EN 196-1: 2005 (ISO STANDARD SAND ISO 679: 2009). [31] Evangelista, L. and de Brito, J. (2014). Concrete with fine recycled aggregates: a review. Eur J Environ Civ Eng 18, pp. 129–172. DOI: 10.1080/19648189.2013.851038 [32] Haach, V.G., Vasconcelos, G. and Lourenço, P.B. (2011). Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars, Constr Build Mater 25, pp. 2980-2987. DOI: 10.1016/j.conbuildmat.2010.11.011. [33] Pereira, P., Evangelista, L. and de Brito, J. (2012). The effect of superplasticisers on the workability and compressive strength of concrete made with fine recycled concrete aggregates, Constr Build Mater 28, pp. 722–729. DOI: 10.1016/j.conbuildmat.2011.10.050. [34] Hansen, T. (1992). Recycling of demolished concrete and masonry, RILEM report 6, London, UK: E&FN Spon. DOI: 10.1201/9781482267075. [35] Mehta, P.K. and Monteiro, P.J.M. (2006). Concrete: microstructure properties and materials, 3rd ed. McGraw Hill.