Effectivenes of Strengthening Loaded RC Beams with FRCM System

Author:

Blikharskyy Z.1,Brózda K.2,Selejdak J.3

Affiliation:

1. Prof., PhD., Eng., Czestochowa University of Technology, The Faculty of Civil Engineering, Department of Concrete Structures and Geotechnics

2. MSc. Eng., Czestochowa University of Technology, The Faculty of Civil Engineering, Department of Concrete Structures and Geotechnics

3. Assoc. Prof., PhD., Eng., Czestochowa University of Technology, The Faculty of Civil Engineering, Department of Concrete Structures and Geotechnics, Ul. Akademicka 3, 42-200Czestochowa, Poland

Abstract

AbstractThe composite materials as FRP (Fiber Reinforced Polymers), which are characterized by benefits resulting from the combination of high strength reinforcement (as carbon, glass, steel or aramid fibers) with synthetic matrix are increasingly used to reinforce existing structures. Reinforcing System as FRCM (Fibre Reinforced Cementitious Matrix), which includes, among others, Ruredil X Mesh Gold System, is much less commonly used. However, the uniform and practical methods for calculating composite reinforced structures are not determined. Especially when considering the real conditions of structure exploitation, which requires further research in this field. In the paper the initial loading level influence on the efficiency of reinforced concrete beams strengthen using system Ruredil X Mesh Gold was investigated.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering

Reference12 articles.

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