Issue 41

H. Šimonová et alii, Frattura ed Integrità Strutturale, 41 (2017) 211-219; DOI: 10.3221/IGF-ESIS.41.29 219 [15] Karihaloo, B.L., Fracture mechanics and structural concrete, Wiley, New York, (1995). [16] RILEM TC-50 FCM Recommendation, Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams, Materials and Structures, 18 (1985) 287–290. DOI: 10.1007/BF02498757. [17] Rovnaník, P., Šimonová, H., Topolář, L., Bayer, P., Schmid, P., Keršner, Z., Carbon nanotube reinforced alkali- activated slag mortars, Construction and Building Materials, 199 (2016) 223–229. DOI: 10.1016/j.conbuildmat.2016.05.051 [18] Diamond, S., Huang, J., Interfacial Transition Zone: Reality or Myth? In: A. Katz, A. Bentur, M. Alexander, G. Arligue, (eds.) RILEM Second International Conference on the Interfacial Transition Zone in Cementitious Composites, E & FN Spon, New York, (1998) 3–39. [19] Acker, P., Micromechanical analysis of creep and shrinkage mechanisms. In: F.J. Ulm, Z.P. Bažant, F., Wittman, (eds.) Creep, Shrinkage and Durability Mechanics of Concrete and other Quasi-Brittle Materials, Elsevier, Oxford, UK, (2001) 15–25. [20] Sorelli, L., Constantinides, G., Ulm, F.J., Toutlemonde, F., The nano-mechanical signature of Ultra High Performance Concrete by statistical nanoindentation techniques, Cement and Concrete Research, 38 (2008) 1447– 1456. DOI: 10.1016/j.cemconres.2008.09.002 [21] Knésl, Z., A criterion of V-notch stability, Int J Fracture, 48 (1991) R79–R83.