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Original Articles

Numerical analysis of a double shear standard bolted connection considering monotonic loadings

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Pages 183-194 | Received 09 Nov 2017, Accepted 05 Dec 2017, Published online: 21 Dec 2017

References

  • Balc, R.; Chira, A.; Chira, N. 2012. Finite element analysis of beam to column end plate bolted connection, Acta Technica Napocensis: Civil Engineering & Architecture 55(1): 24–29.
  • Berto, F.; Mutignani, F.; Tisalvi, M.; Laurenti, A. 2016. Effect of hot-dip galvanization on the fatigue behavior of notched and welded structural Steel, Ingegneria Ferroviaria 2: 105–118.
  • Campos, L. 2006. Técnicas de Recuperação e Reforço Estrutural com Estruturas de Aço: MSc. Thesis. Federal University of Rio de Janeiro, Brasil (in Portuguese). 104 p.
  • Carvalho, B. 2013. Modelação por Elementos Finitos do Comportamento de Ligações Aparafusadas Sem e Com Resina Injectada: MSc. Thesis. University of Trás-os-Montes and Alto Douro, Vila Real, Portugal, (in Portuguese). 181 p.
  • Correia, J. A. F. O.; De Jesus, A. M. P.; Silva, A. L. L.; Pedrosa, B.; Rebelo, C.; Calçada, R. 2017. FE simulation of S-N curves for a riveted connection using two-stage fatigue models, Advances in Computational Design, an International Journal 2: 333–348.
  • Cruz, A.; Simões, R.; Alves, R. 2012. Slip factor in slip resistant joints with high strength steel, Journal of Constructional Steel Research 70: 280–288. https://doi.org/10.1016/j.jcsr.2011.11.001
  • De Jesus, A. M. P.; Pinto, H.; Fernández-Canteli, A.; Castillo, E.; Correia, J. A. F. O. 2010. Fatigue assessment of a riveted shear splice based on a steel probabilistic model, International Journal of Fatigue 32(2): 453–462. https://doi.org/10.1016/j.ijfatigue.2009.09.004
  • EN 1090-2. 2011. Execution of steel structures and aluminium structures. Technical requirements for steel structures. European standard: European Committee for Standardization. Brussels
  • Gresnigt, A.; Sedlacek, G.; Paschen, M. 2012. Injection bolts to repair old bridges [online], [cited 22 August 2012], 349–360. Available from Internet: http://wwwuploads/349.pdf
  • Kim, J.; Yoon, J.; Kang, B. 2006. Finite element analysis and modeling of structure with bolted joints, Applied Mathematical Modelling 31(5): 895–911. https://doi.org/10.1016/j.apm.2006.03.020
  • Kortiš, J. 2011. The numerical solution of the bolted connection with the low-quality injected bolts, in Proceedings of the 9th International Conference on new trends in statics and dynamics of buildings, 20–21 October 2011, Bratislava, Slovakia. 6 p.
  • Kwon, Y. D.; Goo, N. S.; Kim, S. Y.; Cho, M. H. 2002. Finite element modeling for static and dynamic analysis of structures with bolted joints, Trans. KSME A 26: 667–676.
  • Lazzarin, P.; Quaresimin, M. 1995. Analysis of fatigue behaviour of bolted joints in aluminium alloys. Department of Mechanical Engineering, University of Padova, Padova, Italy.
  • Maggi, Y. I.; Conclves, R. M.; Leon, R. T.; Ribeiro, L. F. L. 2005. Parametric analysis of steel bolted end plate connections using finite element modeling, Journal of Constructional Steel Research 6: 689–708. https://doi.org/10.1016/j.jcsr.2004.12.001
  • 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 p.
  • SAS. 2011. “ANSYS”. Version 12.0, Swanson Analysis Systems, Houston, TX.
  • Silva, J. 2009. Comparação Entre o Comportamento à Fadiga de Ligações Rebitadas e Aparafusadas: MSc. Thesis. University of Trás-os-Montes and Alto Douro, Vila Real, Portugal (in portuguese). 249 p.
  • Yorgun, C.; Dalcl, S.; Altay, G. A. 2004. Finite element modeling of bolted steel connections designed by double channel, Computers & Structures 82: 2563–2571. https://doi.org/10.1016/j.compstruc.2004.04.003
  • Zhang, O.; Poirier, J. 2004. New analytical model of bolted joints, ASME Journal of Mechanical Design 126: 721–728. https://doi.org/10.1115/1.1760777

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