Analysis of the Resistance of Steel Elements under Fire Situations A Comparative Study between Standard ABNT NBR 14323 2013 and its 1999 Version

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Ramon Saleno Yure Rubim Costa Silva
Ramon Saleno Yure Rubim Costa Silva
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Luciano Lins
Luciano Lins
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Ramon Silva
Ramon Silva
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Emanuella Guntzel
Emanuella Guntzel
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Luciano Bezerra
Luciano Bezerra

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Analysis of the Resistance of Steel Elements under Fire Situations A Comparative Study between Standard ABNT NBR 14323 2013 and its 1999 Version

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Abstract

The structural elements of steel when subjected to the action of a fire suffer degeneration of their physical and chemical characteristics as a consequence of the high thermal effect, decreasing their resistance and rigidity, and causing alterations in the conditions of the initial state of the structure’s tensions and deformations. The stability guarantee of a structural element of steel under the action of a fire is provided by handling time, temperature and resistance. The sizing criteria are established as a function of the temperature curves versus time, which allows the possibility to calculate the effect of thermal action on the structural elements. The objective of this work is to compare the simplified sizing methods for the calculation of the traction of bars under the effect of high thermal gradients as proposed by ABNT NBR 14323: 1999 and the one presented in the most recent version of this guideline, published in 2013.

References

15 Cites in Article
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  8. Jean‐marc Franssen,Paulo Vila Real (2012). Fire Design of Steel Structures.
  9. E Kimura (2009). Análise termoestrutural de pilares de aço em situação de incêndio.
  10. Larissa Kirchhof (2004). Uma contribuição ao estudo de vigas mistas aço-concreto simplesmente apoiadas em temperatura ambiente e em situação de incêndio.
  11. A Mesquita (2013). Verificação da Resistência de Estruturas de Aço ao Fogo, Dissertação para obtenção do Grau de Mestre em Engenharia Civl -Ramo de Estruturas.
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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Ramon Saleno Yure Rubim Costa Silva. 2018. \u201cAnalysis of the Resistance of Steel Elements under Fire Situations A Comparative Study between Standard ABNT NBR 14323 2013 and its 1999 Version\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 18 (GJRE Volume 18 Issue E2): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

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GJRE-E Classification: FOR Code: 090599
Version of record

v1.2

Issue date

November 17, 2018

Language
en
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The structural elements of steel when subjected to the action of a fire suffer degeneration of their physical and chemical characteristics as a consequence of the high thermal effect, decreasing their resistance and rigidity, and causing alterations in the conditions of the initial state of the structure’s tensions and deformations. The stability guarantee of a structural element of steel under the action of a fire is provided by handling time, temperature and resistance. The sizing criteria are established as a function of the temperature curves versus time, which allows the possibility to calculate the effect of thermal action on the structural elements. The objective of this work is to compare the simplified sizing methods for the calculation of the traction of bars under the effect of high thermal gradients as proposed by ABNT NBR 14323: 1999 and the one presented in the most recent version of this guideline, published in 2013.

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Analysis of the Resistance of Steel Elements under Fire Situations A Comparative Study between Standard ABNT NBR 14323 2013 and its 1999 Version

Ramon Saleno Yure Rubim Costa Silva
Ramon Saleno Yure Rubim Costa Silva
Luciano Lins
Luciano Lins
Ramon Silva
Ramon Silva
Emanuella Guntzel
Emanuella Guntzel
Luciano Bezerra
Luciano Bezerra

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