Issue 47

A. Namdar et alii, Frattura ed Integrità Strutturale, 47 (2019) 451-458; DOI: 10.3221/IGF-ESIS.47.35 458 [7] Namdar, A., Darvishi, E., Feng, X., Zakaria, I. and Yahaya, F.M. (2016). Effect of flexural crack on plain concrete beam failure mechanism - A numerical simulation. Frattura ed Integrità Strutturale, 10 (36), pp. 168-181. DOI: 10.3221/IGF-ESIS.36.17. DOI: 10.3221/IGF-ESIS.36.17. [8] Namdar, A., Bin Zakaria, I., Bt Hazeli, A., Azimi, S. J., Bin Abd. Razak, A.S. and Gopalakrishna, G. S. (2013). An experimental study on flexural strength enhancement of concrete by means of small steel fibers. Frattura ed Integrità Strutturale, 7 (26), pp. 22-30. DOI: 10.3221/IGF-ESIS.26.03. [9] Namdar, A. (2012). Natural minerals mixture for enhancing concrete compressive strength. Frattura ed Integrità Strutturale, 6 (22), pp. 26-30. DOI: 10.3221/IGF-ESIS.22.04. [10] Namdar, A., Failure analysis of concrete frame - A numerical analysis. (2016). Procedia Structural Integrity 2, pp. 2796-2802. DOI: 10.1016/j.prostr.2016.06.350. [11] Santis, A De., Bartolomeo, O Di., Iacoviello, D. and Iacoviello, F. (2008). Quantitative shape evaluation of graphite particles in ductile iron. Journal of Materials Processing Technology, 196 (1-3), pp. 292-302. [12] Lazzarin, P., Livieri, P., Berto, F. and Zappalorto, M. (2008). Local strain energy density and fatigue strength of welded joints under uniaxial and multiaxial loading. Engineering fracture mechanics, 75 (7), pp. 1875-1889. DOI:10.1016/j.engfracmech.2006.10.019. [13] Susmel, L. and Taylor, D. (2008). The theory of critical distances to predict static strength of notched brittle components subjected to mixed-mode loading. Engineering Fracture Mechanics, 75 (3-4), pp. 534-550. DOI:10.1016/j.engfracmech.2007.03.035. [14] Bonora, N., Gentile, D., Pirondi, A. and Newaz, G. (2005). Ductile damage evolution under triaxial state of stress: theory and experiments. International Journal of Plasticity, 21 (5), pp. 981-1007. DOI: 10.1016/j.ijplas.2004.06.003. [15] Rose, A., Taylor, R. and El Naggar, MH. (2013). Numerical modelling of perimeter pile groups in clay. Can Geotech J, 50(3), pp. 250-8. DOI: 10.1139/cgj-2012-0194. [16] Iacoviello, F., Cocco, V Di., Cavallini, M., Marcu, T. and Molinari, A. (2005). Influence of sintered stainless steel microstructure on fatigue crack paths. Fatigue & Fracture of Engineering Materials & Structures, 28 (1 ‐ 2), pp. 187- 193. DOI: 10.1111/j.1460-2695.2005.00836.X. [17] Salvini, P., Vivio, F. and Vullo, V. (2000). A spot weld finite element for structural modelling. International journal of fatigue, 22 (8), pp. 645-656. DOI: 10.1016/S0142-1123(00)00044-X. [18] Abd Elaziz, AY. and El Naggar, MH. (2014). Geotechnical capacity of hollow-bar micropiles in cohesive soils. Can Geotech J, 51(10), pp. 1123-38. DOI: 10.1139/cgj-2013-0408. [19] Cavallini, M., Bartolomeo, O Di. and Iacoviello, F. (2008). Fatigue crack propagation damaging micromechanisms in ductile cast irons. Engineering Fracture Mechanics, 75 (3-4), pp. 694-704. DOI: 10.1016/j.engfracmech.2007.02.002. [20] Namdar, A. and Xiong, F. (2014). The understanding failure mitigation of soil foundation by using numerical analysis method. Frattura ed Integrità Strutturale, 8(30), pp. 138-144. DOI: 10.3221/IGF-ESIS.30.18. [21] Namdar, A. (2016). A numerical investigation on soil-concrete foundation interaction. Procedia Structural Integrity 2, pp. 2803-2809. DOI: 10.1016/j.prostr.2016.06.351. [22] Dackermann, U., Li, J., Rijal, R. and Crews, K. (2016). A dynamic-based method for the assessment of connection systems of timber composite structures. Construction and Building Materials, 2(102), pp. 999-1008. DOI: 10.1016/j.conbuildmat.2015.10.009. [23] https://strongmotioncenter.org/ [24] Washizu K., Variational Methods in Elasticity and Plasticity, 2nd ed, (1975). Published by PERGAMON PRESS. [25] Alnuaim, AM., El Naggar, MH. and El Naggar, H. (2016). Numerical investigation of the performance of micropiled rafts in sand. Computers and Geotechnics, 77, pp. 91-105. DOI: 10.1016/j.compgeo.2016.04.002.