Issue 51

M. Pepe et alii, Frattura ed Integrità Strutturale, 51 (2020) 504-516; DOI: 10.3221/IGF-ESIS.51.38 516 [29] Leonetti, L., Fantuzzi, N., Trovalusci, P., Tornabene, F. (2019). Scale effects in orthotropic composite assemblies as micropolar continua: A comparison between weakand strong-form finite element solutions, Materials, 12(5), 758. [30] Baggio, C., Trovalusci, P., (1998). Limit analysis for no-tension and frictional three-dimensional discrete systems, Mechanics of Structures and Machines, 26(3), pp. 287-304. [31] Baggio, C., Trovalusci, P. (2000). Collapse behaviour of three-dimensional brick-block systems using non-linear programming, Structural Engineering and Mechanics, 10(2), pp. 181-195. [32] Portioli, F., Casapulla, C., Gilbert, M., Cascini, L. (2014). Limit analysis of 3D masonry block structures with non- associative frictional joints using cone programming, Computers & Structures, 143, pp. 108-121. [33] Baggio, C., Trovalusci, P. (2016). 3D limit analysis of roman groin vaults, Brick and Block Masonry: Trends, Innovations and Challenges - Proceedings of the 16th International Brick and Block Masonry Conference, IBMAC 2016, pp. 1023-1028. [34] Pavlovic, M., Reccia, E., Cecchi, A. (2016). A Procedure to Investigate the Collapse Behavior of Masonry Domes: Some Meaningful Cases, International Journal of Architectural Heritage, 10(1), pp. 67-83. [35] Cascini, L., Gagliardo, R., Portioli, F. (2018). LiABlock_3D: A Software Tool for Collapse Mechanism Analysis of Historic Masonry Structures, International Journal of Architectural Heritage, in press, DOI: 10.1080/15583058.2018.1509155. [36] Milani, G. (2008). 3D upper bound limit analysis of multi-leaf masonry walls, International Journal of Mechanical Sciences, 50(4), pp. 817-836. [37] Milani, G. (2011). Simple lower bound limit analysis homogenization model for in- and out-of-plane loaded masonry walls, Construction & Building Materials, 25, pp. 4426-4443. [38] Milani G., Taliercio A. (2016). Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion, International Journal of Solids and Structures, 81, pp. 274-293. [39] Milani G., Tralli A. (2012). A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures, International Journal of Solids and Structures, 49(5), pp. 808-834. [40] Baraldi, D., Reccia, E., Cecchi, A. (2015). DEM & FEM/DEM models for laterally loaded masonry walls, Eccomas Proceedia ID: 3528, Conference Proceeding ID: 715, pp. 2144-2157. [41] Baraldi, D., Reccia, E., Cecchi, A. (2018). In plane loaded masonry walls: DEM and FEM/DEM models. A critical review, Meccanica, 53(7), pp. 1613-1628. [42] Ferris, M. C., Tin-Loi, F., (2001) Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints, International Journal Mechanical Science, 160(43), pp. 209–224. [43] Baraldi, D., Cecchi, A. (2016). Discrete approaches for the nonlinear analysis of in plane loaded masonry walls: Molecular dynamic and static algorithm solutions, European Journal of Mechanics, A/Solids, 57, pp. 165-177. [44] Kirsch, U. (2012). Structural optimization: fundamentals and applications., Springer Science & Business Media, New York. [45] Lemos, J. V. (2007). Discrete element modeling of masonry structures, International Journal of Architectural Heritage, 1(2), pp. 190-213. [46] Cecchi, A., Sab, K. (2004). A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork, International Journal of Solids and Structures, 41(9-10), pp. 2259-2276. [47] Munjiza, A. (2004). The combined finite-discrete element method, John Wiley and Sons, Chichester. [48] Mahabadi, O. K., Lisjak, A., Munjiza, A., Grasselli, G. (2012). Y-Geo: New combined finite-discrete element numerical code for geomechanical applications, International Journal of Geomechanics, 12(6), pp. 676-688. [49] Reccia, E., Cazzani, A., Cecchi, A. (2012). FEM-DEM Modeling for Out-of-plane Loaded Masonry Panels: A Limit Analysis Approach, Open Civil Engineering Journal, 6(SPEC.ISS.1), pp. 231-238. [50] Bilbie, G., Dascalu, C., Chambon, R., Caillerie, D. (2008) Micro-fracture instabilities in granular solids, Acta Geotechnica, 3, pp. 25-35. [51] Snozzi, L., Molinari, J. F. (2013). A cohesive element model for mixed mode loading with frictional contact capability, International Journal for Numerical Methods in Engineering, 93(5), pp. 510-526. [52] Portioli, F., Casapulla, C., Cascini, L. (2015). An efficient solution procedure for crushing failure in 3D limit analysis of masonry block structures with non-associative frictional joints, International Journal of Solids and Structures, 69– 70, pp. 252–266.