Chloride corrosion resistance of underwater repair concrete in terms of the cutting effects of hydrostatic pressure | Zendy

Elżbieta Horszczaruk | Zendy; P. Brzozowski | Zendy; Teresa Rucińska | Zendy

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Chloride corrosion resistance of underwater repair concrete in terms of the cutting effects of hydrostatic pressure

Author(s) -

Elżbieta Horszczaruk,

P. Brzozowski,

Teresa Rucińska

Publication year - 2013

Publication title -

budownictwo i architektura

Language(s) - English

Resource type - Journals

eISSN - 1899-0665

pISSN - 2544-3275

DOI - 10.35784/bud-arch.2028

Subject(s) - corrosion , hydrostatic test , hydrostatic pressure , underwater , materials science , chloride , composite material , mist , water pressure , hydrostatic equilibrium , pressure vessel , metallurgy , geotechnical engineering , geology , oceanography , physics , quantum mechanics , thermodynamics , meteorology

The paper presents the results of the study of underwater repair concrete under the effect of the salt mist. The research was conducted in accordance with the standard PN-EN 14147. Concrete samples for testing the corrosive elements of that test were taken during the first 7 days of insight in the pressure vessel and were subjected to hydrostatic pressure effects from 0,1 to 0,5 MPa. The beneficial effect of hydrostatic pressure on the corrosion resistance of tested concrete repair was. Was observed samples taken from the surface layers of the tested elements showed slightly higher resistance to chlorides which confirmed the characteristics of pore distribution of concrete in the studies.

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