THE SIMULATION OF CORROSION DEGRADATION OF CONCRETE SPECIMEN IN STATIONARY HEAT AND MOISTURE CONDITIONS

Faustyn RECHA; Tomasz JAŚNIOK; Tomasz KRYKOWSKI

doi:10.21307/acee-2017-054

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THE SIMULATION OF CORROSION DEGRADATION OF CONCRETE SPECIMEN IN STATIONARY HEAT AND MOISTURE CONDITIONS

Architecture, Civil Engineering, Environment

Volume 10 (2017): Issue 4 (December 2017)

By: Faustyn RECHA, Tomasz JAŚNIOK and Tomasz KRYKOWSKI

Open Access

|Aug 2018

Abstract

This paper is focused on the problem of forecasting damage in reinforced concrete specimens as the consequence of chloride corrosion. The performed numerical calculations included time necessary for filling empty pore space and tightening corrosion products in the interfacial transition zone (ITZ) . In those calculations we assumed the formation of distortional strains in the ITZ layer caused by mass increase of corrosion products dependent on corrosion current intensity.

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Articles in this issue

DOI: https://doi.org/10.21307/acee-2017-054 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142

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Language: English

Page range: 107 - 113

Submitted on: Jun 25, 2017

Accepted on: Sep 14, 2017

Published on: Aug 28, 2018

Published by: Silesian University of Technology

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

Concrete cover splitting,

Corrosion of reinforced concrete,

Mass transport,

Theory of plasticity

Related subjects:

Architecture and design,

Architecture,

Architects, buildings

© 2018 Faustyn RECHA, Tomasz JAŚNIOK, Tomasz KRYKOWSKI, published by Silesian University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Volume 10 (2017): Issue 4 (December 2017)