Detail publikace

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

JINDRA, D. HRADIL, P.

Originální název

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

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Extreme loads, mechanical fire resistance, Menetrey-Willam material model, numerical nonlinear analysis, reinforced slab structure, transient fire response

Autoři

JINDRA, D.; HRADIL, P.

Vydáno

1. 12. 2019

Místo

Ostrava, Česká republika

ISSN

1213-1962

Periodikum

Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava

Ročník

2019

Číslo

2

Stát

Česká republika

Strany od

1

Strany do

8

Strany počet

8

URL

http://tces.vsb.cz/Home/ArticleDetail/479

BibTex

@article{BUT162115,
  author="Daniel {Jindra} and Petr {Hradil}",
  title="Finite Element Modelling of Reinforced Concrete Slab Exposed to Extreme Fire Loads",
  journal="Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava",
  year="2019",
  volume="2019",
  number="2",
  pages="1--8",
  issn="1213-1962",
  url="http://tces.vsb.cz/Home/ArticleDetail/479"
}