Structural behaviour in fire compartment under different heating regimes-Part 2: (Slab mean temperatures)

A.M. Sanad; S. Lamont; Asif Sohail Usmani; J.M. Rotter

doi:10.1016/S0379-7112(00)00025-4

Structural behaviour in fire compartment under different heating regimes-Part 2: (Slab mean temperatures)

A.M. Sanad, S. Lamont, Asif Sohail Usmani, J.M. Rotter

Research output: Journal article publication › Journal article › Academic research › peer-review

15 Citations (Scopus)

Abstract

The effect of varying the thermal regime in a highly restrained composite beam in a steel frame structure is studied using a finite element model. The variation of through depth thermal gradients in both directions of the orthotropic slab was studied in the first part of this paper. In this part the effect of varying the mean temperature increase in the slab is investigated using the same model of the British Steel restrained beam test.

Original language	English
Pages (from-to)	117-130
Number of pages	14
Journal	Fire Safety Journal
Volume	35
Issue number	2
DOIs	https://doi.org/10.1016/S0379-7112(00)00025-4
Publication status	Published - 1 Sept 2000
Externally published	Yes

ASJC Scopus subject areas

General Chemistry
General Materials Science
Safety, Risk, Reliability and Quality
General Physics and Astronomy

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10.1016/S0379-7112(00)00025-4

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AB - The effect of varying the thermal regime in a highly restrained composite beam in a steel frame structure is studied using a finite element model. The variation of through depth thermal gradients in both directions of the orthotropic slab was studied in the first part of this paper. In this part the effect of varying the mean temperature increase in the slab is investigated using the same model of the British Steel restrained beam test.

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Structural behaviour in fire compartment under different heating regimes-Part 2: (Slab mean temperatures)

Abstract

ASJC Scopus subject areas

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