Comparison of behaviour of basal reinforced piled embankment with two layer of reinforcement
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216275%3A25510%2F18%3A39912636" target="_blank" >RIV/00216275:25510/18:39912636 - isvavai.cz</a>
Result on the web
<a href="http://www.techno-press.org/content/?page=article&journal=gae&volume=16&num=3&ordernum=2" target="_blank" >http://www.techno-press.org/content/?page=article&journal=gae&volume=16&num=3&ordernum=2</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.12989/gae.2018.16.3.233" target="_blank" >10.12989/gae.2018.16.3.233</a>
Alternative languages
Result language
angličtina
Original language name
Comparison of behaviour of basal reinforced piled embankment with two layer of reinforcement
Original language description
The reliability of reinforced concrete structures is frequently compromised by the deterioration caused by reinforcement corrosion. Evaluating the effect caused by reinforcement corrosion on structural behaviour of corrosion damaged concrete structures is essential for effective and reliable infrastructure management. In lifecycle management of corrosion affected reinforced concrete structures, it is difficult to correctly assess the lifecycle performance due to the uncertainties associated with structural resistance deterioration. This paper presents a stochastic deterioration modelling approach to evaluate the performance deterioration of corroded concrete structures during their service life. The flexural strength deterioration is analytically predicted on the basis of bond strength evolution caused by reinforcement corrosion, which is examined by the experimental and field data available. An assessment criterion is defined to evaluate the flexural strength deterioration for the time-dependent reliability analysis. The results from the worked examples show that the proposed approach is capable of evaluating the structural reliability of corrosion damaged concrete structures.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Geomechanics and Engineering
ISSN
2005-307X
e-ISSN
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Volume of the periodical
16
Issue of the periodical within the volume
3
Country of publishing house
KR - KOREA, REPUBLIC OF
Number of pages
13
Pages from-to
233-245
UT code for WoS article
000448437400002
EID of the result in the Scopus database
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