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Shear strength of RC beams strengthened by FRCM system

Pavlo Vegera1 PavloVegera [at] gmail.com
Roman Khmil2 Roman_hl [at] ukr.net
Zinoviy Blikharskiy3 Blikharskyy [at] ukr.net
  1. Departament of bulding construction and bridges, Lviv Polytechnic National University, Ukraine, Lviv, S. Bandery street 12
  2. Departament of bulding construction and bridges, Lviv Polytechnic National University, Ukraine, Lviv, S. Bandery street 12
  3. Departament of bulding construction and bridges, Lviv Polytechnic National University, Ukraine, Lviv, S. Bandery street 12
Abstract 

In this article shear strength of strengthened and non-strengthened reinforced concrete (RC) beams are described. Beam was reinforced by FRCM system Ruredil XMesh Gold. There was using strengthening type called jacked – textile coated beam from all beam’s surfaces. Effect of strengthening inclined cross section is 24.1%.

Keywords 
shear strength
FRCM system
RC beam
References 

[1] DBN B.2.6-98:2009 Betonni ta zalizobetonni kosntruktsii. Minrehionbud Ukrainy, Kyiv, 2011. [SBN B2.6-98:2009 Concrete and reinforced concrete construction. Ministry of Regional Development and Construction of Ukraine, Kyiv, 2011].