Fire resistance of one-way simply supported RC slabs
Date Issued
2017-09
Author(s)
Salihu, Fidan
Plana, Fatos
Abstract
This paper presents the numerically achieved results for the fire resistance of one-way simply supported RC slabs. The effects of: concrete cover thickness, reinforcement ratio, slab span and thickness were analyzed. The fire resistance of the RC slabs was defined by 'ultimate strength design' criteria as used in all modern concrete design codes. Results obtained from 'simplified' calculation method, described in Eurocode 2 part 1.2, and by using the software FIRE are presented and compared in this paper.
Subjects
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DGKS 2016.pdf
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