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Structural performance of cold-formed steel cross-arm structure at elevated temperature

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Języki publikacji
EN
Abstrakty
EN
Nowadays, cross-arm truss structures made by cold-formed steel sections are used in power distribution networks. Although cold-formed steel structures have some advantages such as being lightweight and fast operation, they suffer from relatively low resistance against heat. This paper investigates the effect of elevated temperature on structural performance of cross-arm cold-formed steel structure based on experimental studies and additional numerical modeling. Furthermore, temperature-time curves of the structures were compared against thermal loading standards ISO834 and ASTM E119. For this purpose, the temperature-rotation curve of the structures and the effect of the initial vertical load before thermal loading on this curve were investigated. Also, temperature-rotation curves obtained in the laboratory as well as numerical modeling were studied and compared against each other.
Rocznik
Strony
art. no. e66, 2023
Opis fizyczny
Bibliogr. 21 poz., rys., tab., wykr.
Twórcy
  • Department of Civil Engineering, University of Isfahan, Isfahan, Iran
  • Department of Civil Engineering, University of Isfahan, Isfahan, Iran
  • Department of Civil Engineering, University of Isfahan, Isfahan, Iran
Bibliografia
  • 1. Zeynalian M. Numerical study on seismic performance of cold formed steel sheathed shear walls. Adv Struct Eng. 2015;18(11):1819-29.
  • 2. Zeynalian M, Bolkhari S, Rafeei P. Structural performance of cold-formed steel trusses used in electric power substations. J Constr Steel Res. 2018;147:53-61.
  • 3. Zeynalian M, Ronagh H. Experimental study on seismic performance of strap-braced cold-formed steel shear walls. Adv Struct Eng. 2013;16(2):245-57.
  • 4. Kankanamge ND, Mahendran M. Mechanical properties of cold-formed steels at elevated temperatures. Thin-Walled Struct. 2011;49(1):26-44.
  • 5. Roy K, et al. Collapse behaviour of a fire engineering designed single-storey cold-formed steel building in severe fires. Thin-Walled Struct. 2019;142:340-57.
  • 6. Systemes D. Abaqus user subroutines reference guide 2019. Providence: Dassault Systemes Simulia Corp; 2019.
  • 7. R. ANSYS User Manuals, “ANSYS,” ed, 2015.
  • 8. Laím L, Rodrigues JPC, da Silva LS. Experimental analysis on cold-formed steel beams subjected to fire. Thin-Walled Struct. 2014;74:104-17.
  • 9. ISO 834-1-1999 Fire-resistance test-elements of building construction. Geneva, Switzerland: International Organization for Standardization; 2002.
  • 10. Craveiro HD, Rodrigues JPC, Laím L. Cold-formed steel columns made with open cross-sections subjected to fire. Thin-Walled Struct. 2014;85:1-14.
  • 11. EN 1993-1-2 (English): Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC]; 2005.
  • 12. Gunalan S, Heva YB, Mahendran M. Flexural-torsional buckling behaviour and design of cold-formed steel compression members at elevated temperatures. Eng Struct. 2014;79:149-68.
  • 13. EN 1993-1-3 (English): Eurocode 3: Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC]; 2006.
  • 14. Gunalan S, Heva YB, Mahendran M. Local buckling studies of cold-formed steel compression members at elevated temperatures. J Constr Steel Res. 2015;108:31-45.
  • 15. Hancock GJ. Design of Cold-formed steel structures: to Australian/New Zealand standard AS/NZS 4600: 2005. New South Wales: Australian steel institute; 2007.
  • 16. Joannides F, Weller A. Structural steel design to BS 5950: Part 5. London: Thomas Telford; 2002.
  • 17. Ranawaka T, Mahendran M. Distortional buckling tests of cold-formed steel compression members at elevated temperatures. J Constr Steel Res. 2009;65(2):249-59.
  • 18. ASTM E119. Standard test methods for fire tests of building construction and materials. Pennsylvania, United States: American Society for Testing and Materials; 2000.
  • 19. ASTM E8-04. Standard test methods for tension testing of metallic materials. Pennsylvania, United States: American Society for Testing and Materials; 2004.
  • 20. ASTM E21-03a. Standard test methods for elevated temperature tension tests of metallic materials. Pennsylvania, United States: American Society for Testing and Materials; 2009.
  • 21. Phan LT, McAllister TP, Gross JL, Hurley MJ. Best practice guidelines for structural fire resistance design of concrete and steel buildings. NIST Tech Note. 2010;1681:199.
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a900bac2-4c02-41db-9b4c-e179f2cefda6
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