Modelling of concrete cover degradation caused by rebar’s corrosion – multicomponent media theory approach

  • Tomasz Krykowski

Abstract

This paper presents the model based on the theory of multicomponent media that allows modelling of rebar corrosion processes. The presented model extends and consolidates the dissertations that have been described in the papers [8-10]. The aim of the present work is a creation of the model consistent with the thermodynamics of multicomponent media with internal parameters, allowing description and numerical modelling of reinforced concrete structures degradation as the result of corrosion by using FEM.

Keywords

theory of plasticity, corrosion of reinforced concrete, mass transport, concrete cover splitting,

References

Published
Jan 25, 2017
How to Cite
KRYKOWSKI, Tomasz. Modelling of concrete cover degradation caused by rebar’s corrosion – multicomponent media theory approach. Computer Assisted Methods in Engineering and Science, [S.l.], v. 16, n. 3–4, p. 241-250, jan. 2017. ISSN 2299-3649. Available at: <https://cames.ippt.pan.pl/index.php/cames/article/view/148>. Date accessed: 26 jan. 2022.
Section
Articles