Issue 30

G. Ferro et alii, Frattura ed Integrità Strutturale, 30 (2014) 75-83; DOI: 10.3221/IGF-ESIS.30.11 83 [18] Stevulova, N., Kidalova, L., Junak, J., Cigasova, J., Terpakova, E., Effect of Hemp Shive Sizes on Mechanical Properties of Lightweight Fibrous Composites, Procedia Eng., 42 (2012) 496–500. [19] Beaugrand, J., Nottez, M., Konnerth, J., Bourmaud, A., Multi-scale analysis of the structure and mechanical performance of woody hemp core and the dependence on the sampling location, Ind. Crops Prod., 60 (2014) 193– 204. [20] Sassoni, E., Manzi, S., Motori, A., Montecchi, M., Canti, M., Novel sustainable hemp-based composites for application in the building industry: Physical, thermal and mechanical characterization, Energy Build., 77 (2014) 219– 226. [21] Buzzi Unicem, Buzzi Unicem Next, User Manual, http://www.buzziunicem.it/online/download.jsp?idDocument=2327&instance=1 , (2014) [22] Mapei SpA, Mapei; Adhesives, sealants, chemical products for buildings, Material Safety Data Sheet (MSDS), http://www.mapei.com/public/COM/products/671_dynamon_sp1_gb.pdf , (2014) [23] ASTM, ASTM C348-02 Standard test method for flexural strength of hydraulic cement mortars, (2002) 7. [24] ASTM, ASTM C349-02 Standard test method for compressive strength of hydraulic cement mortars (using portions of prisms broken in flexure), (2002) 4. [25] ASTM, ASTM C1018-97 Standard test method for flexural toughness and first-crack strength of fiber reinforced concrete (using beam with third-point loading), (1997) 7.