PSI - Issue 62

Annarosa Lettieri et al. / Procedia Structural Integrity 62 (2024) 789–795 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

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strength of the e 2 parameter (distance of the rivet from the edge of the connection, measured in the orthogonal direction to the applied load) is observed. Acknowledgments The investigations presented have been carried out within the framework of the activities envisaged by the Agreement between the High Council of Public Works (CSLLPP) and the ReLUIS Consortium. References AASHTO LRFD, (1994). Bridge Design Specifications, SI units, 1 st Edition, American Association of State Highway and Transportation Officials, Washington, D.C. ASTM, E-739-91,2005. Standard Practice for Statistical Analysis of Linear or Linearized Stress-Life (S-N) and Strain-Life (  -N) Fatigue Data. https://doi.org/10.1520/E0739-10R15. Bertolesi, E., Buitrago, M., Adam, J.M., Calderón, P.A., 2021. Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach. Journal of Constructional Steel Research, 182, 106664. https://doi.org/10.1016/j.jcsr.2021.106664. Brühwiler, B., Smith, I.F.C., Hirt, M.A., 1990. Fatigue and Fracture of Riveted Bridge Members. Journal of Structural Engineering, 116(1). Correia, J.A.F.O., 2014. An integral probabilistic approach for fatigue lifetime prediction of mechanical and structural components. PhD Thesis, Universidade do Porto, Faculty of Engineering. D’Aniello, M., Portioli, F., Fiorino, L., Landolfo, R., 2012. Experimental investigation on shear behaviour of riveted connections in steel structures. Engineering Structures, 33, 516-531. https://doi.org/10.1016/j.engstruct.2012.11.010. da Silva, A.A.L., 2015. Advanced methodologies for the fatigue analysis of representative details of metallic bridges. PhD Thesis, Universidade do Porto, Faculty of Engineering. da Silva, A.A.L., Correia, J.A.F.O., de Jesus, A.M.P., Figueiredo, M.A.V., Pedrosa, B.A.S., Fernandes, A.A., Rebelo, C.A.S., Berto, F., 2019. Fatigue characterization of a beam-to-column riveted joint. Engineering Failure Analysis, 103, 95-123. https://doi.org/10.1016/j.engfailanal.2019.04.073. Di Battista, J.D., Adamson, D.E.J., Kulak, G.L., 1998. Fatigue Strength of Riveted Connections. Journal of Structural Engineering, 124(7). EN 1998-1, Eurocode 3: Design of Steel Structures – part 1-9: Fatigue, European Committee for Standardization, Brussels. Graf, O. 1935. Dauerversuche mit Nietverbindungen. Berichte des Ausschusses fur Versuche im Stahlbau, Heft 5. Berlin: Deutscher Stahlbau Verband/SpringerVerlag. Graf, O. 1941. Versuche mit Nietverbindungen. Berichte des Deutschen Ausschusses fur Stahlbau, Heft 12. Berlin, Deutscher Ausschuss für Stahlbau/Springer Verlag. Greiner, R., Taras, A., Brunner, H., 2007. Statistisch bergründete Festigkeitskennwerte genieteter Bauteile – statische Festigkeit und Wöhlerlinienkatalog. Verlag für Architectur und technische Wissenschaften GmbH & Co. KG, Berlin Stahlbau, 76, 537-552. https://doi.org/10.1002/stab.200710056. Haghani, R., Al-Emrani, M., Heshmati, M., 2012. Fatigue-Prone Details in Steel Bridges, Buildings, 2, 456-476. https://doi.org/10.3390/buildings2040456. Klöpper, K. 1936. Gemeinschaftsversuche zur Bestimmung der Schwellzugfestigkeit voller, gelochter und genieteter Stäbe aus St 37 und St 52. Stahlbau Hefte 13714. Kühn, B., Lukic, M., Nussbaumer, A., Günther, H.P., Helmerich, R., Herion, S., Kolstein, M.H., Walbridhe, S., Androic, B., Dijkstra, O., Bucak, O., 2008. Assessment of Existing Steel Structures: Recommendations for Estimation of Remaining Fatigue Life. JRC Scientific and Technical Reports – ECCS European Commission. Parola, J.F., Chesson, E., Munse, W.H., 1945. Effect of bearing pressure on fatigue strength of riveted connections. Engineering Experiment Station, Bulletin 481. Pipinato, A., Pellegrino, C., Modena, C., 2014. Residual life of historic riveted steel bridges: an analytical approach. Bridge Engineering, 1100014. https://doi.org/10.1680/bren.11.00014. Pipinato, A., Pellegrino, C., Bursi, O.S., Modena, C., 2009. High-cycle fatigue behavior of riveted connections for railway metal bridges. Journal of Constructional Steel Research, 65, 2167-2175. https://doi.org/10.1016/j.jcsr.2009.06019. Sire, S., Caiza, P.D.T., Espion B., Ragueneau, M., 2020. Contribution to the study of the influence of the stress ratio on the high cycle fatigue behaviour of riveted joints. Fatigue & Fracture of Engineering Materials & Structures, 43, 3027-3036. https://doi.org/10.1111/ffe.13324. Stamatopoulus, G.N., 2012. Fatigue assessment and strengthening measure to upgrade a steel railway bridge. Journal of Constructional Steel Research, 80, 346-354. https://doi.org/10.1016/j.jcsr.2012.10.004. Taras, A., Greiner, R., 2009. Development and Application of a Fatigue Class Catalogue for Riveted Bridge Components. Structural Engineering International, 1, 91-103. Yen, B.T., Huang, T., Lai, L.Y., Fisher, J.W., 1990. Manual for inspecting bridges for fatigue damage conditions. Fritz Laboratory Reports, Paper 534.