0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Analysis of several strategies for the monitoring of bridges under fire

 Analysis of several strategies for the monitoring of bridges under fire
Autor(en): , , ORCID,
Beitrag für IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, veröffentlicht in , S. 1820-1827
DOI: 10.2749/stockholm.2016.1825
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.19 MB

Bridge fires are a major concern because of the consequences that these kind of events have and because they are a real threat. This paper explains how temperature monitoring can be used to estimat...
Weiterlesen

Bibliografische Angaben

Autor(en): (Universitat Politècnica de València, ICITECH, Valencia, SPAIN)
(Universitat Politècnica de València, ICITECH, Valencia, SPAIN)
ORCID (Universitat Politècnica de València, ICITECH, Valencia, Spain)
(Universitat Politècnica de València, ICITECH, Valencia, SPAIN)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Veröffentlicht in:
Seite(n): 1820-1827 Anzahl der Seiten (im PDF): 8
Seite(n): 1820-1827
Anzahl der Seiten (im PDF): 8
Jahr: 2016
DOI: 10.2749/stockholm.2016.1825
Abstrakt:

Bridge fires are a major concern because of the consequences that these kind of events have and because they are a real threat. This paper explains how temperature monitoring can be used to estimate the temperatures and mechanical response of a composite I-girder bridge affected by a fire. To reach this goal, the paper studies where high temperature sensors should be placed in a three spans bridge with a main span of 37,2 m which is affected by a tanker truck fire under its main span. The study combines the use of Computational Fluid Dynamics (CFD) to create the fire model, and finite element software to obtain the thermo-mechanical response of the bridge. Results show that accurate predictions can be obtained by locating the temperature sensors at the mid-height of the I-gider web with a maximum separation along the longitudinal axis of the bridge of 3 m.

Stichwörter:
Brücke FEM Richtlinien Brand CFD