Paulo Piloto - Polytechnic Institute of Bragança; Bragança; Portugal
Carlos Balsa - Polytechnic Institute of Bragança; Bragança; Portugal
Fernando Ribeiro - Federal University of Technology - Paraná; Campo Mourão; Brazil
Ronaldo Rigobello - Federal University of Technology - Paraná; Campo Mourão; Brazil

Composite steel-concrete slabs are structural elements composed of a profiled steel deck which acts as a permanent formwork to the concrete topping. This layer is commonly reinforced with individual rebars and an anti-crack mesh. The Annex D of the EN ۱۹۹۴-۱-۲ provides guidelines for the calculation of the temperature of the steel components of composite slabs subjected to the standard fire. However, no revisions were made to these calculation rules during the last years. This paper proposes a new method for the estimation of the temperature of the parts of the steel deck and the rebars as well. The proposed methodology is derived from numerical analyses using a ۳-D finite element model, considering perfect thermal contact between the materials.

Composite slabs, Fire resistance, Numerical simulation, Calculation method