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MATESOVÁ, D.; VOŘECHOVSKÝ, M.
Original Title
Modeling of reinforcement corrosion in concrete
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
This paper attempts the applications of an analytical and numerical approaches to simulation of concrete cracking due to corrosion of reinforcement, At first, a combination and detailed analysis of two analytical models proposed by Liu and Weyers (1998) and Li et al. (2006) is presented. In the next, numerical computations obtained with nonlinear finite element code are presented. The model features the state-of-the-art in nonlinear fracture mechanics modeling and it is shown how the heterogeneous structure of concrete can be modeled via spatially varying parameters of the constitutive law. The crack growth in concrete induced by corrosion of steel reinforcement is modeled with the crack band model combined with a suitable damage law. Finally, the results of the analytical studies and numerical studies are compared and the paper concludes with a real-life numerical example.
English abstract
Keywords
Modeling, corrosion in concrete, analytical models, nonlinear fracture mechanics, steel reinforcement
Key words in English
Authors
Released
14.05.2007
Location
Svratka, Česká republika
ISBN
978-80-87012-06-2
Book
Enginerring mechanics 2007
Pages from
1
Pages to
11
Pages count
BibTex
@inproceedings{BUT23395, author="Dita {Vořechovská} and Miroslav {Vořechovský}", title="Modeling of reinforcement corrosion in concrete", booktitle="Enginerring mechanics 2007", year="2007", pages="1--11", address="Svratka, Česká republika", isbn="978-80-87012-06-2" }