Issue 29

S. de Miranda et alii, Frattura ed Integrità Strutturale, 29 (2014) 293-301; DOI: 10.3221/IGF-ESIS.29.25 301 'T , 0 d  u u a l L k u x       P N (A. 6) 'T , 0 ' d 2 t v v a l L t k u x         P N (A. 7) The imposed displacement 0 u is evaluated from 0  corrected by the factor * * *  (1 ) t t t t s s E t E t E t   to take into account the substrate-tile axial deformability. R EFERENCES [1] Williams, J., Hadavinia, H., Analytical solution for cohesive zone models, Journal of the Mechanics and Physics of Solids, 50 (2002) 809-825. [2] Schmidt, P., Edlund, U., Analysis of adhesively bonded joints: a finite element method and a material model with damage, International Journal for Numerical Methods in Engineering, 66 (2006) 1271-1308. [3] Goncalves, J. P. M,. de Moura, M. F. S. F., de Castro, P. M. S. T., A three-dimensional finite element model for stress analysis of adhesive joints, International Journal of Adhesion & Adhesives, 22 (2002) 357–365. [4] Mahaboonpachai, T., Matsumoto, T., Inaba, Y., Investigation of interfacial fracture toughness between concrete and adhesive mortar in an external wall tile structure, International Journal of Adhesion and Adhesives, 30 (2010) 1-9. [5] Lignola, G.P., Collina, A., Prota, A., Manfredi, G., Analysis of tile-substrate behavior subjected to shrinkage, 19 AIMETA Conference, September 2009, paper # 129. [6] Cocchetti, G., Comi, C., Perego, U., Strength assessment of adhesively bonded tile claddings, International Journal of Solids and Structures, 48 (2011) 2048-2059. [7] de Miranda, S., Molari, L., Scalet, G., Ubertini, F., Simple beam model to estimate leakage in longitudinally cracked pressurized pipes, ASCE Journal of Structural Engineering, 138 (2012) 1065-1074. [8] de Miranda, S., Molari, L., Scalet, G., Ubertini, F., A physically-based analytical relationship for practical prediction of leakage in longitudinally cracked pressurized pipes, submitted to Engineering Structures. [9] Kerr, A. D., A Study of a New Foundation Model, Acta Mechanica, 1 (1965) 135-147. [10] ACI Committee 209, Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete, (2008) [11] Avramidis, I. E., Morfidis, K., Bending of beams on three-parameter elastic foundation, International Journal of Solids and Structures, 43 (2006) 357-375.