Issue 48

V. M. G. Gomes et alii, Frattura ed Integrità Strutturale, 48 (2019) 304-317; DOI: 10.3221/IGF-ESIS.48.30 317 FEDER-000022 co-financed by Programme Operational Regional do Norte ("NORTE2020") through Fundo Europeu de Desenvolvimento Regional (FEDER) and the Portuguese Science Foundation (FCT) through the post-doctoral grant SFRH/BPD/107825/2015 are also acknowledged for their financial. R EFERENCES [1] Rodrigues, M.F., Correia, J., Pedrosa, B., De Jesus, A., Carvalho, B., Rebelo, C., Xavier, J., Calçada, R. (2017). Numerical Analysis of a Double Shear Standard Bolted Connection Considering Monotonic Loadings, Eng. Struct. Technol., 9(4), pp. 183–194, DOI: 10.3846/2029882X.2017.1414638. [2] Cruz, A., Simões, R., Alves, R. (2012). Slip factor in slip resistant joints with high strength steel, J. Constr. Steel Res., 70, pp. 280–288, DOI: 10.1016/j.jcsr.2011.11.001. [3] Chung, K.F., Ip, K.H. (2001). Finite element investigation on the structural behaviour of cold-formed steel bolted connections, Eng. Struct., 23(9), pp. 1115–1125, DOI: 10.1016/S0141-0296(01)00006-2. [4] Može, P. (2018). Bearing strength at bolt holes in connections with large end distance and bolt pitch, J. Constr. Steel Res., 147, pp. 132–144, DOI: 10.1016/j.jcsr.2018.04.006. [5] Silva, J. (2009). Comparison between the Fatigue Behaviour of Riveted and Bolted Connections: MSc. Thesis. University of Trás-os-Montes and Alto Douro, Vila Real, Portugal, 249 (in Portuguese). [6] De Jesus A.M.P., Silva A.L.L., Correia J.A.F.O. (2015). Fatigue of riveted and bolted joints made of puddle iron - An experimental approach. Journal of Constructional Steel Research 104, pp. 81-90. [7] De Jesus A.M.P., Silva A.L.L., Correia J.A.F.O. (2014). Fatigue of riveted and bolted joints made of puddle iron - A numerical approach. Journal of Constructional Steel Research, 102, pp. 164-177 [8] CEN (European Committee for Standardization). (2008). EN 1090: Execution of steel structures and aluminium structures - Part 2: Technical requirements for the execution of steel structures, Brussels. [9] Montgomery, J. (2008). Boundary condition influences on shank stress in 3D solid bolt simulation, in Conference proceedings 2008 Abaqus Users’ Conference, May 19–22, Newport, Rhode Island, USA, 18. [10] Kim, J.; Yoon, J.; Kang, B. (2006). Finite element analysis and modeling of structure with bolted joints, Applied Mathematical Modelling 31(5): 895–911. DOI: 10.1016/j.apm.2006.03.020. [11] Zhang, G. (2013). Study on Computing Method in a Joint Fastener with Bolts, Inf. Technol. J., 12(13), pp. 2547– 2553. DOI: 10.3923/itj.2013.2547.2553 [12] Yun, X., Gardner, L. (2017). Stress-strain curves for hot-rolled steels, J. Constr. Steel Res., 133, pp. 36–46. DOI: 10.1016/j.jcsr.2017.01.024. [13] Gardner, L., Yun, X. (2018). Description of stress-strain curves for cold-formed steels, Constr. Build. Mater., 189, pp. 527–538, DOI: 10.1016/j.conbuildmat.2018.08.195. [14] Picard, A. (1988). Guide to design criteria for bolted and riveted joints, Can. J. Civ. Eng., 15(1), pp. 142–143. DOI: 10.1139/l88-018. [15] He, Y.C., Wang, Y.C. (2011). Load–deflection behaviour of thin-walled plates with a single bolt in shearing, Thin- Walled Struct., 49(10), pp. 1261–1276. DOI: 10.1016/j.tws.2011.05.008. [16] Može, P., Beg, D. (2014). A complete study of bearing stress in single bolt connections, J. Constr. Steel Res., 95, pp. 126–140. DOI: 10.1016/j.jcsr.2013.12.002.