Detail publikace

Non linear FEM analysis of composite concrete slab exposed to extreme thermal load

JINDRA, D. HRADIL, P. KALA, J. SALAJKA, V.

Originální název

Non linear FEM analysis of composite concrete slab exposed to extreme thermal load

Anglický název

Non linear FEM analysis of composite concrete slab exposed to extreme thermal load

Jazyk

en

Originální abstrakt

Numerical approach using the FEM has been used to model the behavior of a composite concrete−steel structure exposed to fire. Geometry of the structure is considered as a simply supported beam, which supports the slab. Fire load has been defined by a nominal standard ISO 834 fire curve. Fire resistant gypsum board protection of the structure is considered during the thermal analysis. Both, thermal and structural response are obtained using a FEM software ANSYS. Temperature-dependent nonlinear thermal and mechanical properties of concrete, reinforcement and steel are adopted in accordance with Eurocode standards. Nonlinear material model Menetrey-Willam with compression hardening and softening and tension softening features has been used to describe the behavior of concrete elements.

Anglický abstrakt

Numerical approach using the FEM has been used to model the behavior of a composite concrete−steel structure exposed to fire. Geometry of the structure is considered as a simply supported beam, which supports the slab. Fire load has been defined by a nominal standard ISO 834 fire curve. Fire resistant gypsum board protection of the structure is considered during the thermal analysis. Both, thermal and structural response are obtained using a FEM software ANSYS. Temperature-dependent nonlinear thermal and mechanical properties of concrete, reinforcement and steel are adopted in accordance with Eurocode standards. Nonlinear material model Menetrey-Willam with compression hardening and softening and tension softening features has been used to describe the behavior of concrete elements.

Dokumenty

BibTex


@inproceedings{BUT162114,
  author="Daniel {Jindra} and Petr {Hradil} and Jiří {Kala} and Vlastislav {Salajka}",
  title="Non linear FEM analysis of composite concrete slab exposed to extreme thermal load",
  annote="Numerical approach using the FEM has been used to model the behavior of a composite concrete−steel structure exposed to fire. Geometry of the structure is considered as a simply supported beam, which supports the slab. Fire load has been defined by a nominal standard ISO 834 fire curve. Fire resistant gypsum board protection of the structure is considered during the thermal analysis. Both, thermal and structural response are obtained using a FEM software ANSYS. Temperature-dependent nonlinear thermal and mechanical properties of concrete, reinforcement and steel are adopted in accordance with Eurocode standards. Nonlinear material model Menetrey-Willam with compression hardening and softening and tension softening features has been used to describe the behavior of concrete elements.",
  address="American Institute of Physics Inc.",
  booktitle="17th International Conference of Numerical Analysis and Applied Mathematics (ICNAAM 2019)",
  chapter="162114",
  doi="10.1063/5.0026880",
  howpublished="online",
  institution="American Institute of Physics Inc.",
  year="2020",
  month="november",
  pages="1--4",
  publisher="American Institute of Physics Inc.",
  type="conference paper"
}