Please use this identifier to cite or link to this item: http://buratest.brunel.ac.uk/handle/2438/11888
Title: Behaviour of composite floor slabs under fire conditions
Authors: Cashell, KA
Florides, MM
Keywords: Composite slabs;Fire;Numerical modelling;Tensile membrane action;BRE method
Issue Date: 2015
Citation: ASCCS - 11th international conference on "Advances in Steel-Concrete Composite Structures", Tsinghua University, Beijing, China, 3-5 December 2015
Abstract: This paper is concerned with the ultimate behaviour of composite floor slabs during fire scenarios. Steel/concrete composite structures are increasingly common in the UK and worldwide, particularly for multi-storey construction. The popularity of this construction form is mainly due to the excellent efficiency offered in terms of structural behaviour, construction time and material usage all of which are attractive given the ever-increasing demands for improved sustainability in construction. In this context, the engineering research community has focused considerable effort in recent years towards understanding the response of composite structures during fires. In particular, the contribution made by the floor slab system is of crucial importance as its ability to undergo secondary load-carrying mechanisms (e.g. membrane action) once conventional strength limits have been reached may be the key to preventing disproportionate collapse of the overall structure. Researchers have focused on developing the fundamental understanding of the complex behaviour of floor slabs and also improving the methods of analysis. Building on this work, the current paper describes the development and validation of a finite element model which can simulate the response of floor slab systems until failure, both at ambient and elevated temperature. The model can represent the complexities of the behaviour including the temperature-dependent material and geometric nonlinearities. It is first developed at ambient temperature and validated using a series of experiments on isolated slab elements. The most salient parameters are identified and studied. Thereafter, the model is extended to include the effects of elevated temperature and is employed to investigate the behaviour under these conditions. Comparisons with current design procedures are assessed and discussed.
URI: http://www.asccs2015.net/?ckattempt=1
http://bura.brunel.ac.uk/handle/2438/11888
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Research Papers

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