[3] ADEWOLE, K. K. - BULL, S. J.: Finite element failure analysis of wires for civil engineering applications with various crack-like laminations. Engineering failure analysis, Vol. 60, 2016, pp. 229-249.10.1016/j.engfailanal.2015.11.043
[4] MOŽE, P. - BEG, D. A.: complete study of bearing stress in single bolt connections. Journal of Constructional Steel Research, Vol. 95, 2014, pp. 126–140.10.1016/j.jcsr.2013.12.002
[5] ROGERS, C. A. - HANCOCK, G. J.: Failure Modes of Bolted Sheet Steel Connections Loaded in Shear. Research Report No R772. Centre for Advanced Structural Engineering, Department of Civil Engineering, Sydney NSW 2006, AUSTRALIA http://www.civil.usyd.edu.au, assessed 23rd May, 2021.
[6] ADEWOLE, K. K. - MBEREYAHO, L.: Finite element analysis of double-bolt shear-out fracture failure. Civil and Environmental Engineering, Vol. 16, Iss. 2, 2020, pp. 219-228, DOI: 10.2478/cee-2020-002,
[7] ADEWOLE, K. K. - ADESOGAN, S. O.: Finite Element Single-Bolt shear Connection Shear-Out Fracture Failure Analysis. Journal of Failure Analysis and Prevention, Vol. 18, Iss. 3, 2018, pp. 659-666.10.1007/s11668-018-0457-x
[8] ADEWOLE, K. K. - AJAGBE, W. O.: Appropriate Simulation Technique for Complete Single-Bolt Shear Connection Shear-Out Tensile Properties and Fracture Behavior Predictions. Journal of Failure Analysis and Prevention, Vol. 19, Iss. 3, 2019, pp. 665-672.10.1007/s11668-019-00645-7
[9] WANG, Z. - WANG, Y. - YUN, X. - GARDNER, L. - TEH, L. H.: Experimental study of swage-locking pinned aluminium alloy shear connections. Thin-Walled Structures, Vol. 163, 2021, pp. 1-12.10.1016/j.tws.2021.107641
[10] XING, H. - T, L. H. - JIANG, Z. - AHMED, A.: Shear-Out Capacity of Bolted Connections in Cold-Reduced Steel Sheets. Journal of Structural Engineering, Vol. 146, Iss. 4, 2020, pp. 04020018-1-04020018-10.10.1061/(ASCE)ST.1943-541X.0002565
[11] ELLIOTT, M. D. - TEH, L. H. - AHMED, A.: Behaviour and strength of bolted connections failing in shear. Journal of Constructional Steel Research, Vol. 153, 2019, pp. 320-329.10.1016/j.jcsr.2018.10.029
[12] TEH, L. H. – UZ, M. E.: Combined bearing and shear-out capacity of structural steel bolted connections. Journal of Structural Engineering, Vol. 142, Iss. 11, 2016, pp. 04016098-1-04016098-7.10.1061/(ASCE)ST.1943-541X.0001573
[13] TEH, L. H. - UZ, M. E.: Ultimate Shear-Out Capacities of Structural-Steel Bolted Connections. Journal of Structural Engineering, Vol. 141, Iss, 6, 2014, pp. 04014152-1-04014152-9.10.1061/(ASCE)ST.1943-541X.0001105
[14] SALIH, E. L. - GARDNER, L. - NETHERCOT, D. A.: Bearing failure in stainless steel bolted connection. Engineering Structures, Vol. 33, 2011, pp. 549-562.10.1016/j.engstruct.2010.11.013
[15] MOŽE, P. - BEG, D.: High strength steel tension splices with one or two bolts. Journal of Constructional Steel Research, Vol. 66, 2010, pp. 1000-1010.10.1016/j.jcsr.2010.03.009
[16] KIM, T. S. - KUWAMURA, H. - KIM, S. - LEE, Y. T. - CHO, T.: Investigation on ultimate strength of thin-walled steel single shear bolted connections with two bolts using finite element analysis. Thin-Walled Structures, Vol. 47, 2009, pp. 1191-1202.10.1016/j.tws.2009.04.009
[17] KIM, T. S. - KUWAMURA, H. - KIM, S. - LEE, Y. T. - CHO, T.: A parametric study on ultimate strength of single shear bolted connections with curling. Thin-Walled Structures, Vol. 46, 2008, pp. 38–53.10.1016/j.tws.2007.08.009
[18] KIM, T. - KUWAMURA, H.: Finite element modelling of bolted connections in thin-walled stainless steel plates under static shear. Thin-Walled Structures, Vol. 45, 2007, pp. 407-421.10.1016/j.tws.2007.03.006
[19] WANG, Y. - LYU, L. G. - LIEW, J. Y. R.: Behavior of single-bolt bearing on high strength steel plate. J. Constr. Steel Res. Vol.137, 2017, pp.19-30.10.1016/j.jcsr.2017.06.001
[20] WANG, Y. - LYU, Y. F. – LI, G. Q. Experimental investigation of two-bolt connections for high strength steel members.12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018). Universitat Politècnica de València, València, Spain, June 27-29, 2018, doi: http://dx.doi.org/10.4995/ASCCS2018.2018.7211.10.4995/ASCCS2018.2018.7211
[21] HOOPUTRA, H. - GESE, H. - DELL, H. - WERNER, H. A.: Comprehensive failure model for crashworthiness simulation of aluminium extrusions. International Journal of Crashworthiness, Vol. 9, Iss. 5, 2004, pp, 449-64.10.1533/ijcr.2004.0289
[25] ADEWOLE, K. K. - BULL, S. J.: Prediction of the fracture performance of defect-free steel bars for civil engineering applications using finite element simulation. Construction and Building Materials, Vol. 41, 2013, pp. 9–14.10.1016/j.conbuildmat.2012.11.089
[26] ADEWOLE, K. K. - BULL, S. J.: Prediction of tensile and fracture properties of cracked carbon steel wires using finite element simulation. Journal of Civil Engineering and Management, Vol. 20, Iss. 2, 2014, pp. 159-168.10.3846/13923730.2013.861862
[27] ADEWOLE, K. K. - ABAHO, G.: Complete block shear fracture failure finite element analysis. Journal of Failure Analysis and Prevention, Vol. 20, 2020, pp. 1-9.10.1007/s11668-020-00931-9