Corrosion of Reinforce Bars in RC Constructions

Author:

Blikharskyy Zinoviy1,Selejdak Jacek1,Blikharskyy Yaroslav2,Khmil Roman3

Affiliation:

1. Czestochowa University of Technology , Faculty of Civil Engineering, Department of Concrete Structures and Geotechnics , 3 Akademicka Street, 42 200 Czestochowa , Poland

2. Lviv Polytechnic National University , Department of Highways and Bridges , 6 Karpinskogo Street, 79013 , Lviv , Ukraine

3. Lviv Polytechnic National University , Department of Building Constructions and Bridges , 6 Karpinskogo Street, 79013 , Lviv , Ukraine

Abstract

Abstract In this article presented results of researching corrosion of steel bars in aggressive environment in time under loading. For researching were used special equipment. The experience and research works shown that steel bars in the crack cross-section area can be corrode. With increasing width of crack in re-bars and power of aggressive of environment increased the level of corrosion and decreased time of progress. The level of danger of corrosion in the crack in depend of specialty of steel bars. It is geometry parameters of steel bars and characteristic of corrosive behaviour. The general tendency of the influence of various defects on the strength of steels is widely studied experimentally and theoretically only for geometrically correct stress concentrators. For damages that are irregular in shape, such as corrosion ulcers, significantly less researching in each case must experiment to find their effect on the mechanical properties of steels. In this work the influence of simultaneous action of the aggressive environment and loading on strength of steel re-bars has been described.

Publisher

Walter de Gruyter GmbH

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