Load-bearing capacity assessment of an industrial hall in an internal gas explosion situation

<ns3:p>An internal gas explosion in an enclosed hall space generates a rapid increase in temperature and pressure, resulting in damage to the building structure and posing a potential threat to human safety. The impact of the explosion on the industrial hall structure causes deformation or destruction of key and secondary elements of the load-bearing structure, wall cladding systems and roof sheathing. This paper presents one method for verifying the stability of a steel structure subjected to a load such as an internal gas explosion. Theoretical aspects, a calculation algorithm and a case study are discussed. The loading due to an internal gas explosion was modelled using the equivalent static method</ns3:p>

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Publication Details

Journal
Inżynieria i Budownictwo.
Published
2025-06-30
DOI
https://doi.org/10.5604/01.3001.0055.1593
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Load-bearing capacity assessment of an industrial hall in an internal gas explosion situation

A. Wojnar, Wiktoria Kasprzak
Inżynieria i Budownictwo.
Structural Response to Dynamic Loads
article

Load-bearing capacity assessment of an industrial hall in an internal gas explosion situation

A. Wojnar, Wiktoria Kasprzak
article en

Abstract

<ns3:p>An internal gas explosion in an enclosed hall space generates a rapid increase in temperature and pressure, resulting in damage to the building structure and posing a potential threat to human safety. The impact of the explosion on the industrial hall structure causes deformation or destruction of key and secondary elements of the load-bearing structure, wall cladding systems and roof sheathing. This paper presents one method for verifying the stability of a steel structure subjected to a load such as an internal gas explosion. Theoretical aspects, a calculation algorithm and a case study are discussed. The loading due to an internal gas explosion was modelled using the equivalent static method</ns3:p>

Inżynieria i Budownictwo.Vol. LXXXI(3)
Rzeszów University of Technology (PL)
Openalex Percentile: Top 80%
Structural Response to Dynamic Loads
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