Abstract:
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The size effect is a well-known phenomenon in the design of reinforced
concrete structures. Although it has been studied extensively for conventional
concrete with or without traditional reinforcement, its influence on the
post-cracking behaviour of fibre-reinforced composites is scarcely reported in
literature. This is particularly true in the case of high performance
fibre-reinforced concrete (HPFRC), which allows the design of very thin elements
and whose behaviour may be highly influenced by their size. The aim of
this research was to evaluate the influence of the size of HPFRC beams on the
mechanical performance at a cross-sectional level. An experimental program
involving three-point bending tests of HPFRC on beams of dimensions
40 40 160, 100 100 400 and 150 150 600 mm was conducted.
Three steel fibre contents were investigated: 90, 140 and 190 kg/m3
. These
bending tests were also simulated via a sectional analysis model, taking as a
reference the constitutive law described in the fib Model Code for Concrete
Structures 2010. The results suggest that the values of stress in the constitutive
model should depend upon the cross-sectional size of the beam. This is reflected
when adjusting the parameters of the MC2010 to fit the experimental values,
resulting in a coefficient of determination above 0.88 when comparing the ratio
between these two parameters and the size of the cross section. |