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Fire behaviour of large scale loaded tunnel segment tests for project Rotterdamsebaan, The Netherlands

 Fire behaviour of large scale loaded tunnel segment tests for project Rotterdamsebaan, The Netherlands
Autor(en): , , ,
Beitrag für IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, veröffentlicht in , S. 1357-1364
DOI: 10.2749/ghent.2021.1357
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Assessing the performance of tunnels in fire is becoming increasingly crucial for the overall usability and durability of the structure. One of the most reliable methods for evaluating the presenta...
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Bibliografische Angaben

Autor(en): (Efectis Nederland B.V., The Netherlands)
(Efectis Nederland B.V., The Netherlands)
(Efectis Nederland B.V., The Netherlands)
(Project team Rotterdamsebaan, Municipality of The Hague, The Netherlands‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Veröffentlicht in:
Seite(n): 1357-1364 Anzahl der Seiten (im PDF): 8
Seite(n): 1357-1364
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/ghent.2021.1357
Abstrakt:

Assessing the performance of tunnels in fire is becoming increasingly crucial for the overall usability and durability of the structure. One of the most reliable methods for evaluating the presentation of the concrete during fire in tunnels is by testing. In this work, the fire tests performed on the Victory Boogie Woogietunnel, project Rotterdamsebaan (The Hague, the Netherlands) are discussed. The study aims to assess the fire performance of the cut and cover concrete section when subjected to a tunnel fire curve. A series of 6 fire tests were performed on concrete slabs of the size 5,0 m x 2,4 m x 0,4 m when exposed to Rijkswaterstaat (RWS) fire curve for 120 minutes. Based on the work, one of the main conclusions drawn were that it is necessary to test a large-scale specimen to judge the performance of a protection system accurately. Another important conclusion is that the test specimen should have the concrete mixture which accurately represents the tunnel concrete to avoid uncertainty in the fire induced spalling behaviour of concrete.

Stichwörter:
baulicher Brandschutz Brand Tunnel
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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