Finite Element Modelling of Reinforced Concrete Slab Exposed to Extreme Fire Loads

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU135382" target="_blank" >RIV/00216305:26110/19:PU135382 - isvavai.cz</a>
Result on the web
<a href="http://tces.vsb.cz/Home/ArticleDetail/479" target="_blank" >http://tces.vsb.cz/Home/ArticleDetail/479</a>
DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Finite Element Modelling of Reinforced Concrete Slab Exposed to Extreme Fire Loads
Original language description
Numerical approach using the finite element method has been used to determine the mechanical resistance (criterion R) of a reinforced concrete structure exposed to fire. Geometry of the structure is considered as a simply supported slab in one dimension. Fire load has been defined by a nominal standard ISO 834 fire curve. Both, thermal and structural response are obtained using a finite element method software ANSYS. Temperature-dependent nonlinear thermal and mechanical properties of concrete and reinforcement are adopted in accordance with Eurocode standards. Nonlinear material model Menetrey-Willam with exponential functions for compression hardening (and softening) and tension softening has been used describe the behaviour of concrete elements.
Czech name
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Czech description
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Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical
Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava
ISSN
1213-1962
e-ISSN
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Volume of the periodical
2019
Issue of the periodical within the volume
2
Country of publishing house
CZ - CZECH REPUBLIC
Number of pages
8
Pages from-to
1-8
UT code for WoS article
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EID of the result in the Scopus database
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