Design of hollow section overlap joints with the reinforcing rib plate. Welded connection resistance

• Autorzy: Bródka J. , Broniewicz M.

Identyfikatory

DOI

10.1515/ace-2015-0002

• Języki publikacji: EN

Abstrakty

EN

In calculating the resistance of welds within the connections between hollow sections in EN 1993-1-8, very general information is given without presenting specific calculations. The chief recommendations indicate that the resistance of the welds connecting the wall to the second element should not be less than the resistance of the cross section of the wall. In addition, assessment of the welds’ resistance based on the effective lengths is viable in cases when forces in the braces are smaller than the resistance of the joint, though the detailed method was not specified. The objective of this paper is to present the most up-to-date information about the design of overlap welded joints with a reinforcing rib plate.

Słowa kluczowe

EN

steel structures; hollow section; overlap joint; reinforced joint; weld resistance

PL

konstrukcja stalowa; kształtownik zamknięty; połączenie nakładkowe; połączenie wzmocnione; odporność spoiny

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2015
• Tom: Vol. 61, nr 1
• Strony: 17--44
• Opis fizyczny: Bibliogr. 12 poz., il.

Twórcy

autor

Bródka J.

autor

Broniewicz M.

• Faculty of Civil and Environmental Engineering, Białystok University of Technology

Bibliografia

• 1. Bródka J. Design of joint made of hollow sections with reinforced rib. Joint resistance. International Polish-Ukrainian Scientific Conference. Gdansk 2014.
• 2. Bródka J., Broniewicz M.: Calculation of welded joints of trusses made of rectangular hollow sections. – Steel Construction, 2002, no. 4.
• 3. Bródka J., Broniewicz M.: Assessing of capacity of welded connections from hollow sections according to EN 1993-1-8. – Steel Construction, 2007, no. 1.
• 4. Bródka J., Broniewicz M.: Calculation of welding trusses overlap joints made of rectangular hollow sections. – Archives of Civil Engineering. 2013, No. 4.
• 5. Bródka J., Kozłowski A., Ligocki I., Łaguna J., Ślęczka L.: Design and calculation of connections and joints of steel structures. Vol 1. Second edition, PWT. Rzeszow 2013.
• 6. BS ISO 14346:2013 Welding – static design procedure for hollow section joints. Recommendations.
• 7. Frater. G. S., Packer J. A.: Design of Filled Weldments for Hollow Structural Section Trusses. CIDECT Report No5AN/2 and IIW Doc. SC-XV-E-90=166.
• 8. EN 1090-2:2008 Execution of steel structures and aluminium structures. Technical requirements for steel structures.
• 9. EN 1993-1-8: Eurocode 3. Design of steel structures. Design of joints.
• 10. EN 10210:2006 Hot finished structural hollow sections of non-alloy and fine grain steels. Part 1 Technical delivery requirements. Part 2 Tolerances, dimensions and sectional properties.
• 11. EN 10219:2006 Cold formed welded structural hollow sections of non-alloy and fine grain steels. Part 1 Technical delivery requirements. Part 2 Tolerances, dimensions and sectional properties.
• 12. Static design procedure for welded hollow section joints. Recommendations. (2009), 3rd Edition. International Institute of Welding. Commission XV, IIW. Doc. XV-1039-09.