An analysis of the resistance of an extended end-plate beam-to-beam connection subjected to tension in fire conditions

• Autorzy: Słowikowska Alina , Polus Łukasz

Identyfikatory

DOI

10.24358/Bud-Arch_19_181_08

• Języki publikacji: EN

Abstrakty

EN

This paper presents an analysis of the fire resistance of a steel joint subject-ed to tension. The authors of this article used prescriptive rules and simple calculation models to present an impact of the value of the load on the fire resistance of the connection. Designers often evaluate the critical temperature and fire resistance time of steel elements. However, they neglect the evaluation of the above-mentioned values for steel connections. In this article a simple engineering method was used to calculate the fire resistance of the joint.

Słowa kluczowe

EN

beam-to-beam connection; fire resistance; steel joint; critical temperature

PL

połączenie belka-belka; odporność ogniowa; złącze stalowe; temperatura krytyczna

• Wydawca: Wydawnictwo Politechniki Lubelskiej
• Czasopismo: Budownictwo i Architektura
• Rocznik: 2019
• Tom: Vol. 18, nr 1
• Strony: 81--88
• Opis fizyczny: Bibliogr. 21 poz., fig., tab.

Twórcy

autor

Słowikowska Alina

• Institute of Structural Engineering, Faculty of Civil and Environmental Engineering, Poznan University of Technology

autor

Polus Łukasz

• Institute of Structural Engineering, Faculty of Civil and Environmental Engineering, Poznan University of Technology

Bibliografia

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• [13] Maślak M., Pazdanowski M., Snela M., Redistribution of internal forces generated in a steel frame structure with flexible joints when exposed to a fire, [in:] Recent Progress in Steel and Composite Structures – Proceedings of the 13th International Conference on Metal Structures (ICMS2016, Zielona Góra, Poland, 15-17 June 2016). (ed. Giżejowski M. et al.). CRC Press,pp. 315-322 London 2016.
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• [16] European Committee for Standardization. EN 1991-1-2 Eurocode 1: Actions on structures – Part 1-2: General actions – Actions on structures exposed to fire. Brussels, 2002.
• [17] Szumigała M., Polus Ł. A comparison of the rise of the temperature of an unprotected steel column subjected to the standard fire curve ISO 834 and to a natural fire model in the office. Engineering Transactions 63(2) (2015) 157–170.
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• [19] Maślak M., Suchodoła M., Woźniczka P. Temperature distribution in a steel beam-to-column joint when exposed to fire. Part 1: End-plate joint. Journal of Civil Engineering, Environment and Architecture 65(2) (2018) 25–34, doi: 10.7862/rb.2018.21.
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Uwagi

Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).