Numerically-based quantification of internal forces generated in a steel frame structure with flexible joints when exposed to a fire

Maślak, Mariusz; Pazdanowski, Michał; Snela, Małgorzata

doi:10.1201/b20057-83

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2019

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“…The stiffness of the joints decreases as the fire develops [11]. The problem with flexible joints in fire conditions was presented in [12,13]. The ductility and the failure of the joint may be evaluated using the component method and a simplified mechanical model with extensional springs and rigid links [14].…”

Section: Introductionmentioning

confidence: 99%

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

Słowikowska

Polus

2019

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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.

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Section: Introductionmentioning

confidence: 99%