Reinforcement corrosion in concrete: analytical approach to modelling

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F06%3APU63930" target="_blank" >RIV/00216305:26110/06:PU63930 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Reinforcement corrosion in concrete: analytical approach to modelling

Original language description

Corrosion of reinforcing steel in concrete is the predominant causal factor in the premature degradation of reinforced concrete (RC) structures, characterized by mass concrete cracking and spalling. The corrosion products exert an expansive stress on concrete whose tensile strength is usually low. As a result, corrosion affected RC structures are more prone to concrete cracking, incurring considerable costs of repairs and inconvenience to the public due to interruptions. This paper attempts at the detailed analysis of the analytical models proposed by Liu and Weyers [1] and Li et al. [2].

Czech name

Koroze výztuže v betonu: analytický přístup k modelování

Czech description

Koroze výztuže v betonu: analytický přístup k modelování

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

<a href="/en/project/1M0579" target="_blank" >1M0579: Centre for Integrated Design of Advanced Structures</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2006

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Pravděpodobnost porušování konstrukcí

ISBN

80-214-3251-9

ISSN

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e-ISSN

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Number of pages

8

Pages from-to

313-320

Publisher name

Neuveden

Place of publication

Brno, ČR

Event location

VUT v Brně, Fakulta stavební, Veveří 331/95,

Event date

Oct 3, 2006

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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