Behavior of RC flat plate structure subjected to compartment fires

Abstract

Purpose

In this study, the behavior of a multi-story flat plate structure during fire exposure is investigated using numerical simulations conducted with using ABAQUS software.

Design/methodology/approach

A three-dimensional finite element model is then carried out on the RC flat slab structure exposed to standard ISO-834 fire at different location arrangements. The model examines mid-span deflection, shear demand on the columns, bending moment and the membrane action of the floor slab.

Findings

The latter plays a main role to increase the capability and ductility of the slab at longer fire exposure to compensate the reduction in the flexural capacity. Also, shear demand in columns becomes bigger in cases of more than one surrounding slab exposed to fire at the same time.

Originality/value

This work focuses on the influence of the horizontal force on columns due to thermal expansion of slab which should be taken into account in the design of multistory multi-bay building considering it the same as the resulted horizontal force from the wind and seismic effect, the traveling fire and the restraint effect.

Citation

Abouleiwun, K.A., Elbakry, H.M.F., Diab, M.A. and El-Fitiany, S.F. (2022), "Behavior of RC flat plate structure subjected to compartment fires", Journal of Structural Fire Engineering, Vol. 13 No. 4, pp. 558-574. https://doi.org/10.1108/JSFE-03-2021-0012