Assessment of parameters influencing the behavior of statically indeterminate reinforced concrete slabs and beams under fire conditions

Abstract

This paper investigates the effect of material properties, boundary conditions, and related modeling and design uncertainties on the fire behavior of statically indeterminate reinforced concrete beams and slabs by means of a parametric study based on a comprehensive model. This model uses material properties specified by EN 1992‐1‐2, complemented by considerations concerning the biaxial compressive strength of concrete, strain hardening and limitations of the ultimate strain of reinforcement, as well as tension stiffening. The parametric study identifies and explains the most influential parameters governing the fire behavior of statically indeterminate reinforced concrete beams and slabs. The implementation and generalization of these parameters are evaluated and compared to current design rules in EN 1992‐1‐2 derived from the evaluation of experimental testing and real fire cases. Overall, the detailing rules given in EN 1992‐1‐2 are found to be reasonably safe, and they can be easily used for practical applications. Furthermore, the results of the study indicate that model predictions for the studied statically indeterminate systems are subject to considerable uncertainty because (i) information on the used material is possibly incomplete and (ii) the models given in design codes do not (or only insufficiently) cover all relevant aspects of the thermo‐mechanical behavior. Specifically, the concrete aggregate type with its corresponding thermal expansion, the strain hardening properties of the reinforcement and tension stiffening with its detrimental effect on the ductility of the tension chord may affect the rating across several standard fire resistance times of statically indeterminate reinforced concrete members subjected to bending.

Modeling statically indeterminate reinforced concrete slabs and beams under fire conditions

“…The implementation of the model considers one-way continuous slabs and is validated by comparing predictions to relevant experimental results from full-scale statically one-way indeterminate members under standard fire exposure. 1,[7][8][9] In a further study, Bischof et al 10 carried out a sensitivity study using the model presented in this article to (i) identify the most influential properties in terms of the structural behavior of statically indeterminate systems under fire conditions and (ii) generally discuss the design limit of 15% for redistributing bending moments and detailing rules given in EN 1992-1-2.…”