Issue 35

S. Valente et alii, Frattura ed Integrità Strutturale, 35 (2016) 306-312; DOI: 10.3221/IGF-ESIS.35.35 312 [9] Shi, M., Zhong, H., Ooi, E.T., Zhang, C., Song, C., Modeling of crack propagation of gravity dams by scaled boundary polygons and cohesive crack model, International Journal of Fracture, Springer Netherlands, 183(1) (2013) 29-48. [10] Castelli, M., Allodi, A., Scavia, C., A numerical method for the study of shear band propagation in soft rocks, Int. Journal for Numerical and Analytical Methods in Geomechanics, 33 (2009) 1561-1587. [11] Wriggers, P., Computational contact mechanics, Springer Book, (2002). [12] Ladeveze,P., Nonlinear computational structural mechanics: new approaches and non-incremental methods of calculations, Mechanical engineering series, Springer, (1999). [13] Vandoren, B., De Proft, K., Simone, A., Sluys, L.J., A novel constrained large time increment method for modeling quasi-brittle failure Computer Methods in Applied Mechanics and Engineering, 265 (2013) 148-162.