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VOŘECHOVSKÁ, D. VOŘECHOVSKÝ, M.
Originální název
Analytical and numerical approaches to modelling of reinforcement corrosion in concrete
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
Corrosion, durability, degradation, mathematical modelling.
Autoři
VOŘECHOVSKÁ, D.; VOŘECHOVSKÝ, M.
Rok RIV
2014
Vydáno
1. 1. 2014
Nakladatel
VŠB-TU Ostrava
Místo
Ostrava
ISSN
1804-4824
Periodikum
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series
Ročník
14
Číslo
1
Stát
Česká republika
Strany od
183
Strany do
192
Strany počet
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" }