Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The article refers to an earlier publication regarding "reinforcing" overlays on welded joints. In this context, the main principles of designing welded structures were reminded. To verify the principle of not using overlays on the welds, an FEM simulation of such a model was performed. Simulation proved that weld overlays used in plate girder structures are ballast, because they do not participate in stress transfer when tensile is dominant. In addition, they generate a stress concentration in the corner of the pad, which greatly reduces the time to fatigue failure of the structure. A list of the recommendations, requirements for the correct use of overlays on welded joints is given.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
78--86
Opis fizyczny
Bibliogr. 17 poz., il., tab.
Twórcy
autor
- Częstochowska University of Technology, Poland
autor
- Częstochowska University of Technology, Poland
Bibliografia
- [1] Wichtowski B.; Konecki K. Fatigue strength of steel plate girder railway bridges with butt joints reinforced with overlays, Welding Technology Review, 2021, Vol. 93(3), 31-40. https://doi.org/10.26628/wtr.v93i3.1139
- [2] Benardos N.; Olszewski S. Patent for Arc Welding No. 171596. Paris, October 10, 1885.
- [3] Golański G and others, An outline of the use of FEM simulation in the analysis of the impact of welding imperfections on the operational characteristics of welded structures, Częstochowa: Publishing House of the Częstochowa University of Technology, 2020.
- [4] Kudła K.; Wojsyk K. Joint and load-bearing functions of welds in modern welded structures, Bonding construction materials. 2010, 3-4, pages 26-28.
- [5] Augustyn J.; Śledziewski E. Failures of steel structures. Warsaw: Arkady, 1976.
- [6] Ferenc K.; Ferenc J. Welded structures. Warsaw: WNT, 2018.
- [7] Consequences of over-rigidity of welded structures subjected to fatigue and ways to eliminate negative operational effects. Wojsyk K.; Kudła K. Międzyzdroje: XXV Scientific and Technical Welding Conference "Progress, innovations and quality requirements of welding processes", 2019.
- [8] PN-EN 1993-1-8:2006 Eurocode 3: Design of steel structures - Part 1-8: Design of joints. 2006.
- [9] Kudła K.; Wojsyk K. Determination of design stresses in fillet welds under complex load conditions according to Eurocode 3. Welding Technology Review. 2014, 8, pages 8-14.
- [10] Kudła K.; Wojsyk K. Rational use of fillet and fillet welds in welded structures, Welding Technology Review, 2019, Vol. 91(6), 7-14. https://doi.org/10.26628/wtr.v91i6.1033
- [11] Rykaluk R. Cracks in steel structures. Wrocław: Lower Silesian Educational Publishing House, 2000.
- [12] Broek D. Elementary Engineering Fracture Mechanic. London: Kluwer Academic Publisher, 1991.
- [13] Dundu M., Mathematical model to determine the weld resistance factor of asymmetrical strength results. Structures, 2017, Vol. 12, 298-305. https://doi.org/10.1016/j.istruc.2017.10.002
- [14] Torabian S.; Xiao F.; Haws R.B.; Schafer B.W., Design of transverse fillet welds in the lapped joints of thin steel plates. International Journal of Steel Structures. 2018, Vol. 18(1), 337-348. https://doi.org/10.1007/s13296-018-0325-2
- [15] Mikkola E.; Murakami Y.; Marquis G., Fatigue life assessment of welded joints by the equivalent crack length method. Proccedia Materials Science, 2014, Vol. 3, 1822-1827. https://doi.org/10.1016/j.mspro.2014.06.294
- [16] Perić M.; Tonković Z.; Rodić A.; Surjak M.; Garasić I.; Boras I.; Svaić S., Numerical analysis and experimental investigation of welding residua stresses and distortions in a T-joint fillet weld. Materials & Design, 2014, Vol. 53, 1052-1063. https://doi.org/10.1016/j.matdes.2013.08.011
- [17] Khurshid M.; Barsoum Z.; Mumtaz N.A., Ultimate strenght and failure modes for fillet welds in high strength steels. Materials & Design, 2012, Vol. 40, 36-42. https://doi.org/10.1016/j.matdes.2012.03.048
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ee6cf7dd-2375-44cb-bcf4-3938e0fca67b