Reinforced Concrete Bridge Deck Model Considering Delayed Exposure to Chlorides

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242551" target="_blank" >RIV/61989100:27120/19:10242551 - isvavai.cz</a>

Result on the web

<a href="https://pp.bme.hu/ci/article/view/13780/8424" target="_blank" >https://pp.bme.hu/ci/article/view/13780/8424</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3311/PPci.13780" target="_blank" >10.3311/PPci.13780</a>

Result language

angličtina

Original language name

Reinforced Concrete Bridge Deck Model Considering Delayed Exposure to Chlorides

Original language description

The paper is focused on the model of the effect of delayed chloride exposure on the chloride induced corrosion initiation on ideal reinforced concrete bridge. The Finite Element-based numerical model is applied. The effect of concrete quality is expressed in the form of time dependent diffusion coefficient in order to evaluate the effect of concrete type as well as the effect of aging. The influence of extended chloride exposure on the corrosion initiation is introduced.

Czech name

—

Czech description

—

Type

J_imp - Article in a specialist periodical, which is included in the Web of Science database

CEP classification

—

OECD FORD branch

20102 - Construction engineering, Municipal and structural engineering

Project

—

Continuities

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Publication year

2019

Confidentiality

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

Name of the periodical

Periodica Polytechnica: Civil Engineering

ISSN

0553-6626

e-ISSN

—

Volume of the periodical

63

Issue of the periodical within the volume

3

Country of publishing house

HU - HUNGARY

Number of pages

7

Pages from-to

775-781

UT code for WoS article

000487826900009

EID of the result in the Scopus database

—