Issue 37

P. Bernardi et alii, Frattura ed Integrità Strutturale, 37 (2016) 15-21; DOI: 10.3221/IGF-ESIS.37.03 21 [9] Luo, Y., Wang, M.Y., Zhou, M., Deng, Z., Topology optimization of reinforced concrete structures considering control of shrinkage and strength failure, Comput Struct, 157 (2015) 31-41. doi:10.1016/j.compstruc.2015.05.009 [10] Cerioni, R., Iori, I., Michelini, E., Bernardi, P., Multi-directional modeling of crack pattern in 2D R/C members, Eng Fract Mech, 75 (2008) 615–28. doi:10.1016/j.engfracmech.2007.04.012. [11] Bernardi, P., Cerioni, R., Michelini, E., Analysis of post-cracking stage in SFRC elements through a non-linear numerical approach, Eng Fract Mech, 108 (2013) 238-250. doi:10.1016/j.engfracmech.2013.02.024 [12] Bernardi, P., Cerioni, R., Michelini, E., Sirico, A., Numerical modeling of the cracking behavior of RC and SFRC shear-critical beams, Eng Fract Mech (2016) doi:10.1016/j.engfracmech.2016.04.008 [13] Gribniak, V., Shrinkage influence on tension-stiffening of concrete structures, PhD Thesis, Vilniaus Gedimino technikos universitetas, Vilnius, Lituania (2009) [14] Sato, R., Maruyama, I., Sogabe, T., Sogo, M., Flexural behavior of reinforced recycled concrete beams, J Adv Concr Technol, 5 (2007) 43-61. doi:10.3151/jact.5.43 [15] ACI Committee 209. Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete, ACI 209.2R- 08, Farmington Hills, Michigan, (2008) [16] UNI EN 1992-1-1:2005. Eurocode 2 – Design of concrete structures – Part 1-1: General rules and rules for buildings, (2005). [17] Bazant, Z., P., Baweja S., Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3. ACI Special Publications 194 (2000).