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VOŘECHOVSKÁ, D. VOŘECHOVSKÝ, M.
Original Title
Analytical and numerical approaches to modelling of reinforcement corrosion in concrete
Type
journal article - other
Language
English
Original Abstract
Corrosion of reinforcement in concrete is one of the most influencing factors causing the degradation of RC structures. This paper attempts at the application of an analytical and numerical approaches to simulation of concrete cracking due to reinforcement corrosion. At first, a combination with detailed analysis of two analytical models proposed by Liu and Weyers (1998) and Li et al. (2006) is suggested and presented. Four distinct phases of the corrosion process are identified and a detailed guide through the mathematical development is described. Next, numerical computations obtained with nonlinear finite element code are presented. The model features the state-of-the-art in nonlinear fracture mechanics modelling and the heterogeneous structure of concrete is modelled via spatially varying parameters of the constitutive law. Finally, the results of the analytical studies are compared to numerical computations and the paper concludes with the sketch of a real-life numerical example.
Keywords
Corrosion, durability, degradation, mathematical modelling.
Authors
VOŘECHOVSKÁ, D.; VOŘECHOVSKÝ, M.
RIV year
2014
Released
1. 1. 2014
Publisher
VŠB-TU Ostrava
Location
Ostrava
ISBN
1804-4824
Periodical
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series
Year of study
14
Number
1
State
Czech Republic
Pages from
183
Pages to
192
Pages count
10
BibTex
@article{BUT111983, author="Dita {Vořechovská} and Miroslav {Vořechovský}", title="Analytical and numerical approaches to modelling of reinforcement corrosion in concrete", journal="Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series", year="2014", volume="14", number="1", pages="183--192", doi="10.2478/tvsb-2014-0003", issn="1804-4824" }