Effect of Elevated Temperature on Concrete Structures by Discontinuous Boundary Element Method

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00347723" target="_blank" >RIV/68407700:21110/21:00347723 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1142/S0219876221500341" target="_blank" >https://doi.org/10.1142/S0219876221500341</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1142/S0219876221500341" target="_blank" >10.1142/S0219876221500341</a>

Result language
angličtina
Original language name
Effect of Elevated Temperature on Concrete Structures by Discontinuous Boundary Element Method
Original language description
Changes in the thermomechanical properties of fiber-reinforced concrete (FRC) exposed to fire are fundamentally affected by the type and volume fraction of fibers. Because the loss of FRC load-bearing capacity is mainly caused by structural damage, a new numerical procedure based on a modified method of discontinuous boundary elements (DBEM) is proposed, which is modified to include thermomechanical processes in concrete together with the effect of fibers. DBEM allows the reader to visually track the location and extent of material damage
Czech name
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Czech description
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Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20101 - Civil engineering

Project
<a href="/en/project/GA17-04204S" target="_blank" >GA17-04204S: Analysis of the impact of explosions in enclosed and semi-enclosed spaces</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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