Fire Behaviour of Structural Steel - Code vs. Tests

World Multidisciplinary Earth Sciences Symposium 2016

Petrina, Tudor^1

UTCN, 15 C. Daicoviciu Str., Cluj-Napoca, Romania^1

关键词: Computer modeling;    Design codes;    End plate connections;    Experimental test;    Fire behaviour;    Mode of failures;    Structural steels;    Testing facility;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/44/2/022007/pdf
DOI  :  10.1088/1755-1315/44/2/022007

来源: IOP

【 摘 要 】

This article shows part of the results of a complex research on the behaviour of steel beam-to-column end-plate connections under the fire action. In the paper, a parallel between a computation made with the help of a computer model, based on the prescriptions of the European design code EN 1993 and experimental tests conducted on real scale substructures is presented. The main goal of this work is to find the difference, in terms of strength and mode of failure, between the European design code and the experimental situation in the testing facility.