<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The article is devoted to the overall view of experimental research of reinforced concrete beams with the simultaneous influence of the corrosion environment and loading. The tests have been carried out upon the reinforced concrete specimens considering the corrosion in the acid environment, namely 10 % H2SO4 that have been taken as a model of the aggressive environment. The beams are with span equalling to 1,9m with different series of tensile armature, concrete compressive strength and different length of impact of corrosion (continuous and local). The influence of simultaneous action of the aggressive environment and loading on strength of reinforced-concrete beams has been described. For a detailed study of the effect of individual components there was suggested additional experimental modelling of the only tensile armature damage without concrete damage. It will investigate the influence of this factor irrespective of the concrete.</p></abstract>

The article is devoted to the overall view of experimental research of reinforced concrete beams with the simultaneous influence of the corrosion environment and loading. The tests have been carried out upon the reinforced concrete specimens considering the corrosion in the acid environment, namely 10 % H2SO4 that have been taken as a model of the aggressive environment. The beams are with span equalling to 1,9m with different series of tensile armature, concrete compressive strength and different length of impact of corrosion (continuous and local). The influence of simultaneous action of the aggressive environment and loading on strength of reinforced-concrete beams has been described. For a detailed study of the effect of individual components there was suggested additional experimental modelling of the only tensile armature damage without concrete damage. It will investigate the influence of this factor irrespective of the concrete.

The influence of the damaged reinforcing bars on the stress-strain state of the rein-forced concrete beams

Place Civil Engineering, Department of Roads and Bridges

Production Engineering Archives

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

The article is devoted to the overall view of experimental research of reinforced concrete beams with the simultaneous influence of the corrosion environment...

The influence of the damaged reinforcing bars on the stress-strain state of the rein-forced concrete beams

Publié en ligne: 28 janv. 2020

Pages: 23 - 26

Reçu: 28 nov. 2016

Accepté: 12 févr. 2017

DOI: https://doi.org/10.30657/pea.2017.14.06

Mots clés
corrosion damage, armature, stress-strain state, reinforced concrete, beam

© 2017 Zenoviy Blikharskyy et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

The influence of the damaged reinforcing bars on the stress-strain state of the rein-forced concrete beams

Publié en ligne: 28 janv. 2020

Pages: 23 - 26

Reçu: 28 nov. 2016

Accepté: 12 févr. 2017

DOI: https://doi.org/10.30657/pea.2017.14.06

Mots cléscorrosion damage, armature, stress-strain state, reinforced concrete, beam

© 2017 Zenoviy Blikharskyy et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Mots clés
corrosion damage, armature, stress-strain state, reinforced concrete, beam