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Study on bolted and blind-bolted single shear connections of cold-formed steel members

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the results of tests on single shear bolted connections of cold-formed steel sections with a wall thickness of 4 mm made with standard fully threadedM16 grade 8.8 bolts. The tests were performed for connections with washers and without washers. The obtained results were referred to earlier studies of analogous connections using blind fasteners Huck BOM R16. The failure mode was identified, the load capacity and stiffness were compared, and a method to determine the non-linear load-displacement characteristics of such connections was proposed. The effect of stiffness of joints on structural response of exemplary cold-formed steel frame was shown.
Rocznik
Strony
45--60
Opis fizyczny
Bibliogr. 29 poz.
Twórcy
  • PhD Eng.; Faculty of Civil Engineering, The Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland
Bibliografia
  • [1] Phan D.T., Lim J.B.P., Tanyimboh T.T., Wrzesien A.M., Sha W., Lawson R.M. (2015). Optimal design of cold-formed steel portal frames for stressed-skin action using genetic algorithm. Engineering Structures 93, 36-49.
  • [2] Swierczyna S., Wuwer W. (2011). Thin-walled latticed frame with semi-rigid bolted joints. Proceedings of 12th International Conference on Metal Structures, Wrocław 2011, 256-257.
  • [3] ARCONIC, Huck BOM The Highest Strength Blind Fasteners in the World. https://www.arconic.com/fastening_systems/commercial/catalog/Brochures/BOM%20Brochure%20-%20Dec%202017.pdf (access: 06.04.2020).
  • [4] Swierczyna S., Wuwer W. (2016). Resistance and stiffness of blind bolt lap joints in cold-formed steel structures. Technical transactions: Civil Engineering 2-B/2016, 197-217.
  • [5] Słowiński K., Wuwer W. (2016). Blind-bolted shear connections for axially compressed RHS columns strengthened with open sections. Journal of Constructional Steel Research Volume 127, 15-27.
  • [6] Zadanfarrokh F., Bryan E. R. (1992): Testing and Design of Bolted Connections in Cold Formed Steel Sections. International Specialty Conference on Cold-Formed Steel Structures. 3.
  • [7] Lim, J.B.P. and Nethercot, D.A. (2004). Stiffness prediction for bolted moment-connections between cold-formed steel members. Journal of Constructional Steel Research 60(1), 85-107.
  • [8] Zaharia R. Dubina D. (2006). Stiffness of joints in bolted connected cold-formed steel trusses. Journal of Constructional Steel Research 62, 240-249.
  • [9] Dubina D. (2008). Structural analysis and design assisted by testing of cold-formed steel structures. Thin-Walled Structures 46, 741-764.
  • [10] PN-EN 1993-1-8 Eurocode 3: Design of Steel Structurtes. Part 1-8: Design of Joints.
  • [11] Wallace J.A., Schuster R.M. (2002). Testing of Bolted Cold-Formed Steel Connections in Bearing (With and Without Washers). International Specialty Conference on Cold-Formed Steel Structures.
  • [12] He Y.C., Wang Y.C. (2011). Load-deflection behaviour of thin-walled plates with a single bolt in shearing. Thin-Walled Structures 49, 1261-1276.
  • [13] Konkong N., Phuvoravan K. (2017). Parametric Study for Bearing Strength in Cold-Formed Steel Bolt Connections. International Review of Civil Engineering (I.RE.C.E.), 8(3).
  • [14] Aziz A., Lip H.T. (2019). Thread effect on the stiffness of bolted shear connections. Journal of Constructional Steel Research 160, 77-88.
  • [15] Pietrapertosa C., Pirapez E., Jaspart J.P. (2004). Ductility requirements in shear bolted connections, Connections in Steel Structures V, 335-345.
  • [16] Wuwer W., Zamorowski J., Swierczyna S. (2012). Lap joints stiffness according to Eurocode EC3 and experimental investigations results. Archives of Civil and Mechanical Engineering (ACME17), 95-104.
  • [17] Lu W. (2015). Sustainable applications of coldformed steel structures: Connections and joints. Recent Trends in Cold-Formed Steel Construction, 241-264.
  • [18] Lim J.B.P., Wrzesien A.M., Nethercot D.A. (2015). Sustainable applications of cold-formed steel structures: Portal frames. Recent Trends in Cold-Formed Steel Construction, 265-303.
  • [19] Wuwer W. (2005). Investigations and calculation of lap-joints with special blind bolts. Archives of Civil Engineering, 253-280.
  • [20] Swierczyna S., Wuwer W. (2014). Evaluation of bearing resistance of blind bolt lap joints. The 7th European Conference on Steel and Composite Structures Eurosteel 2014, 381-382.
  • [21] Swierczyna S., Wuwer W. (2017). Tests of alternately loaded single-cut joints with blind bolts. The 8th European Conference on Steel and Composite Structures Eurosteel 2017, 282-291.
  • [22] EN ISO 7089:2004. Plain washers. Normal series. Product grade A.
  • [23] Crawford S.F., Kulak G.L. (1971). Eccentrically loaded bolted connections. Journal of the Structural Division, 765-783.
  • [24] ECCS TC7 TWG 7.10. Connections in Cold-formed Steel Structures. The testing of connections with mechanical fasteners in steel sheeting and sections. ECCS No 124, 2nd edition, 2009.
  • [25] PN-EN 1990. Eurocode. Basis of structural design.
  • [26] PN-EN 1991-1-3. Eurocode 1. Actions on structures. Part 1-3: General actions. Snow load.
  • [27] PN-EN 1991-1-4. Eurocode 1. Actions on structures. Part 1-4: General actions. Wind action.
  • [28] PN-EN 1993-1-1. Eurocode 3: Design of steel structures. Part 1-1: General rules and rules for buildings.
  • [29] Zamorowski J., Kowolik B. (2013). The susceptibility of joints to shifting in bar constructions on the example of two roofs of two exhibition halls. Przegląd Budowlany 84(7-8), 61-68.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3acc270b-5b7b-497c-a25d-cb8eb16e37f2
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