Title:
Shear Performance of FRCM Strengthened RC Beams
Author(s):
Luciano Ombres, Salvatore Verre
Publication:
Symposium Paper
Volume:
324
Issue:
Appears on pages(s):
7.1-7.22
Keywords:
shear, reinforced concrete, strengthening system, composites, fibers
DOI:
10.14359/51702359
Date:
4/1/2018
Abstract:
The interest in retrofit/rehabilitation of existing concrete structures has increased due to degradation
and/or introduction of more stringent design requirements. This work focuses the attention on the shear capacity of
reinforced concrete beams strengthened with different FRCM (Fiber Reinforced Cementitious Matrix) systems. The
shear performances of strengthened beams are analyzed by experimental results available in the literature. To
evaluate the influence of the main factors (geometrical and mechanical) on the structural response on FRCM shear
strengthened reinforced concrete beams, a critical discussion of experimental results is given.
A semi-empirical analytical model, able to predict the shear capacity of strengthened beams, is proposed and its
predictions were compared with those furnished by both Code models (ACI model, CNR DT model, fib model) and
experimental results. A numerical procedure founded on a FE model is, also, developed and adopted to simulate the
shear response of FRCM shear strengthened reinforced concrete beams. The effectiveness of the numerical
procedure is, then, verified by a comparison in terms of both load-displacements response and shear capacity with
experimental results.