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Their coupled effect, more representative of what occurs in reality, and the consideration of different stiffness levels imposed on the deformations, were evaluated in numerical investigations, without suitable experimental data for validating the results, though. In this PhD Thesis, the performance of concrete beams was evaluated experimentally by performing bending tests on full-scale elements under different support conditions: unrestrained, only with axial restraints and with both axial and rotational restraints.
Regarding the restrained elements, two levels of axial and rotational stiffness were analyzed, 0. There were also reference tests on simply supported beams at ambient temperature to check the load-bearing capacities and failure modes.
The experimental data obtained for different beam static schemes still motivated the conception of numerical models that would be representative of their behavior. With the aid of the DIANA software, which is based on the finite element and displacement methods, beam models to represent beams tested at ambient temperature and in fire conditions were created.
These models were implemented considering several properties that characterize the nonlinear behavior of the materials and led to good correlations when their results were compared to those obtained in the laboratory. The main conclusion of this experimental and numerical study was that the fire resistance of RC beams always increases when any type of restraint axial or axial plus rotational is introduced.
In addition, by fixing the rotational stiffness, the beams with higher axial stiffness level presented higher fire resistance than those with the lower level.
The same was observed by fixing the axial stiffness and varying the rotational stiffness. Beams in which the combined effect of the restraints was admitted led to higher resistances than those with only axial restraint. For most of the studied situations, the increases of the resistances showed to be significant when confronted with the ones for unrestrained beams. Thus, it was confirmed that the standard simplified methods that allow the non-consideration of these effects during the fire design of the RC beams lead to conservative results.
The numerical and experimental results presented herein may aid in the conception of alternative tools that allow applying restraint effects to design. Reinforced concrete columns are very important elements in structures in fire. Their collapse may affect very much the equilibrium and stability of the complete structure.
In structural elements analysis is very important to consider the interaction with other elements of the structure.
However, the behavior of the structural elements is usually considered as isolated, without considering any interaction.
There are many studies of reinforced concrete columns in fire situation considering them as isolated. Their Sampling. Raymond Author. Francis S. Martin S. Manning ISBN: William L. William C.
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