Detail publikace

Reinforcement corrosion in concrete: analytical approach to modelling

MATESOVÁ, D. VOŘECHOVSKÝ, M.

Originální název

Reinforcement corrosion in concrete: analytical approach to modelling

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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].

Klíčová slova

Corrosion, reinforcement, modelling, concrete

Autoři

MATESOVÁ, D.; VOŘECHOVSKÝ, M.

Rok RIV

2006

Vydáno

3. 10. 2006

Místo

Brno, ČR

ISBN

80-214-3251-9

Kniha

Pravděpodobnost porušování konstrukcí

Strany od

313

Strany do

320

Strany počet

8

BibTex

@inproceedings{BUT24181,
  author="Dita {Vořechovská} and Miroslav {Vořechovský}",
  title="Reinforcement corrosion in concrete: analytical approach to modelling",
  booktitle="Pravděpodobnost porušování konstrukcí",
  year="2006",
  pages="313--320",
  address="Brno, ČR",
  isbn="80-214-3251-9"
}