Análise numérico-experimental de vigas de concreto armado com restrições axial e rotacional em situação de incêndio.

Albuquerque, Gabriela de Melo Lins de Bandeira

doi:10.11606/t.3.2018.tde-29082018-085805

Cited by 1 publication

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“…Based on a regression study, they defined empirical formulae for an iterative approach to avoid finite element modeling. Albuquerque 14 utilized FE analyses to model her experiments with varying axial and rotational restraints. Albrifkani and Wang 15,16 equally utilized FE analyses to model the behavior of restrained beams and frames under fire conditions.…”

Section: Introductionmentioning

confidence: 99%

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

Bischof

Morf

Kaufmann

2022

Structural Concrete

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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.

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Section: Introductionmentioning

confidence: 99%