Fracture toughness of RC beams on the shear, strengthening by FRCM system

This research paper present the experimental study of reinforce concrete beams strengthened by FRCM system in the shear area. All samples are without transverse reinforcement at the shear distance. First beams tested as control sample, with shear distance a/d=2. Another three beams tested with stren...

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Bibliographic Details
Main Authors: Blikharskyy Zinoviy, Vegera Pavlo, Vashkevych Rostyslav, Shnal Taras
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201818302009