Post-Fire Susceptibility to Brittle Fracture of Selected Steel Grades Used in Construction Industry—Assessment Based on the Instrumented Impact Test

The change in the value of the breaking energy is discussed here for selected steel grades used in building structures after subjecting the samples made of them to episodes of heating in the steady-state heating regime and then cooling in simulated fire conditions. These changes were recorded based...

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Main Authors: Mariusz Maslak, Michal Pazdanowski, Marek Stankiewicz, Paulina Zajdel
Format: Article
Language:English
Published: MDPI AG 2021-07-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/14/3922
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spelling doaj-60edea9d7ad249a6aae2adb94c20957f2021-07-23T13:51:43ZengMDPI AGMaterials1996-19442021-07-01143922392210.3390/ma14143922Post-Fire Susceptibility to Brittle Fracture of Selected Steel Grades Used in Construction Industry—Assessment Based on the Instrumented Impact TestMariusz Maslak0Michal Pazdanowski1Marek Stankiewicz2Paulina Zajdel3Faculty of Civil Engineering, Cracow University of Technology, 31-155 Cracow, PolandFaculty of Civil Engineering, Cracow University of Technology, 31-155 Cracow, PolandFaculty of Civil Engineering, Cracow University of Technology, 31-155 Cracow, PolandFaculty of Civil Engineering, Cracow University of Technology, 31-155 Cracow, PolandThe change in the value of the breaking energy is discussed here for selected steel grades used in building structures after subjecting the samples made of them to episodes of heating in the steady-state heating regime and then cooling in simulated fire conditions. These changes were recorded based on the instrumented Charpy impact tests, in relation to the material initial state. The S355J2+N, 1H18N9T steels and also X2CrNiMoN22-5-3 duplex steel were selected for detailed analysis. The fire conditions were modelled experimentally by heating the samples and then keeping them for a specified time at a constant temperature of: 600 °C (first series) and 800 °C (second series), respectively. Two alternative cooling variants were investigated in the experiment: slow cooling of the samples in the furnace, simulating the natural fire progress, without any external extinguishing action and cooling in water mist simulating an extinguishing action by a fire brigade. The temperature of the tested samples was set at the level of −20 °C and alternatively at the level of +20 °C. The conducted analysis is aimed at assessing the risk of sudden, catastrophic fracture of load-bearing structure made of steel degraded as a result of a fire that occurred previously with different development scenarios.https://www.mdpi.com/1996-1944/14/14/3922firestructural steelsteady-state heating regimeimpact testbreaking energy
collection DOAJ
language English
format Article
sources DOAJ
author Mariusz Maslak
Michal Pazdanowski
Marek Stankiewicz
Paulina Zajdel
spellingShingle Mariusz Maslak
Michal Pazdanowski
Marek Stankiewicz
Paulina Zajdel
Post-Fire Susceptibility to Brittle Fracture of Selected Steel Grades Used in Construction Industry—Assessment Based on the Instrumented Impact Test
Materials
fire
structural steel
steady-state heating regime
impact test
breaking energy
author_facet Mariusz Maslak
Michal Pazdanowski
Marek Stankiewicz
Paulina Zajdel
author_sort Mariusz Maslak
title Post-Fire Susceptibility to Brittle Fracture of Selected Steel Grades Used in Construction Industry—Assessment Based on the Instrumented Impact Test
title_short Post-Fire Susceptibility to Brittle Fracture of Selected Steel Grades Used in Construction Industry—Assessment Based on the Instrumented Impact Test
title_full Post-Fire Susceptibility to Brittle Fracture of Selected Steel Grades Used in Construction Industry—Assessment Based on the Instrumented Impact Test
title_fullStr Post-Fire Susceptibility to Brittle Fracture of Selected Steel Grades Used in Construction Industry—Assessment Based on the Instrumented Impact Test
title_full_unstemmed Post-Fire Susceptibility to Brittle Fracture of Selected Steel Grades Used in Construction Industry—Assessment Based on the Instrumented Impact Test
title_sort post-fire susceptibility to brittle fracture of selected steel grades used in construction industry—assessment based on the instrumented impact test
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2021-07-01
description The change in the value of the breaking energy is discussed here for selected steel grades used in building structures after subjecting the samples made of them to episodes of heating in the steady-state heating regime and then cooling in simulated fire conditions. These changes were recorded based on the instrumented Charpy impact tests, in relation to the material initial state. The S355J2+N, 1H18N9T steels and also X2CrNiMoN22-5-3 duplex steel were selected for detailed analysis. The fire conditions were modelled experimentally by heating the samples and then keeping them for a specified time at a constant temperature of: 600 °C (first series) and 800 °C (second series), respectively. Two alternative cooling variants were investigated in the experiment: slow cooling of the samples in the furnace, simulating the natural fire progress, without any external extinguishing action and cooling in water mist simulating an extinguishing action by a fire brigade. The temperature of the tested samples was set at the level of −20 °C and alternatively at the level of +20 °C. The conducted analysis is aimed at assessing the risk of sudden, catastrophic fracture of load-bearing structure made of steel degraded as a result of a fire that occurred previously with different development scenarios.
topic fire
structural steel
steady-state heating regime
impact test
breaking energy
url https://www.mdpi.com/1996-1944/14/14/3922
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