Probabilistic durability evaluation of binary and termary concrete mixtures considering aging efect

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86094908" target="_blank" >RIV/61989100:27120/16:86094908 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0216_3593.pdf" target="_blank" >http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0216_3593.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Probabilistic durability evaluation of binary and termary concrete mixtures considering aging efect

Popis výsledku v původním jazyce

The paper is focused on the evaluation of the effect of concrete long-term maturity with respect to chloride ion ingress related durability. The random variation of input parameters is considered. The attention is paid to the durability prediction related to steel reinforcement corrosion initiation based on the chloride penetration. The binary and ternary high performance concrete mixtures are selected for the analysis. The data set from complementary laboratory investigation is used for the description of resistance of concrete against ingress of chlorides. The corrosion initiation risk is expressed in the form of probability over intended life span of the bridge deck. Thus finite element chloride ingress model combined with Monte Carlo simulation technique considering the effect of aging is applied.

Název v anglickém jazyce

Probabilistic durability evaluation of binary and termary concrete mixtures considering aging efect

Popis výsledku anglicky

The paper is focused on the evaluation of the effect of concrete long-term maturity with respect to chloride ion ingress related durability. The random variation of input parameters is considered. The attention is paid to the durability prediction related to steel reinforcement corrosion initiation based on the chloride penetration. The binary and ternary high performance concrete mixtures are selected for the analysis. The data set from complementary laboratory investigation is used for the description of resistance of concrete against ingress of chlorides. The corrosion initiation risk is expressed in the form of probability over intended life span of the bridge deck. Thus finite element chloride ingress model combined with Monte Carlo simulation technique considering the effect of aging is applied.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2016

Kód důvěrnosti údajů

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

Název periodika

ARPN Journal of Engineering and Applied Sciences

ISSN

1819-6608

e-ISSN

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Svazek periodika

11

Číslo periodika v rámci svazku

3

Stát vydavatele periodika

PK - Pákistánská islámská republika

Počet stran výsledku

6

Strana od-do

1992-1997

Kód UT WoS článku

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EID výsledku v databázi Scopus

2-s2.0-84959386633