CTU in Prague. Faculty of Civil Engineering. Department of Concrete and Masonry Structures
Abstract
Punching shear failure on flat reinforced concrete slabs of residential and commercial
buildings is generally avoided by using transversal reinforcement and/or chapiters. The
first option requires intense labour, mainly when densely flexural reinforcement exists in
the potential punching failure region, with detrimental consequences in terms of costs of
this construction solution. The second option has also extra costs due to the necessity of
special arrangements of moulds for casting the chapiters. The interference of a chapiter on
the flatness of the slab can also be a negative aspect from the architectonic point of view.
The use of steel fibre reinforcement can be a solution to avoid both the conventional
punching reinforcement and chapiters. Therefore, an experimental program was carried
out to assess the potentialities of steel fibre reinforced self-compacting concrete (SFRSCC)
for the punching resistance of flat slabs centrically loaded. This experimental program is
described, and the main results are presented and analysed. To assess the potentialities of
the Reissner-Mindlin FEM-based theory for modelling the behaviour of flat SFRSCC slabs
submitted to punching loading configuration, new features were introduced in the out-ofplane
shear constitutive law of the SFRSCC. These features are briefly described and the
main focus was given on the modelling strategy adopted for simulating the punching tests.Fundação para a Ciência e a Tecnologia (FCT
