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How truck-platooning changes the extreme values of load-effects in single-span bridges.

 How truck-platooning changes the extreme values of load-effects in single-span bridges.
Autor(en): , ,
Beitrag für IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022, veröffentlicht in , S. 992-999
DOI: 10.2749/prague.2022.0992
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The load model defined in EN 1991-2 is derived from traffic measurements taken in Auxerre (FR) in 1986. Since then the vehicle industries have changed a lot. For different future traffic scenarios,...
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Bibliografische Angaben

Autor(en): (AIT-Austrian Institute of Technology GmbH, Vienna, Austria)
(AIT-Austrian Institute of Technology GmbH, Vienna, Austria)
(AIT-Austrian Institute of Technology GmbH, Vienna, Austria)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022
Veröffentlicht in:
Seite(n): 992-999 Anzahl der Seiten (im PDF): 8
Seite(n): 992-999
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/prague.2022.0992
Abstrakt:

The load model defined in EN 1991-2 is derived from traffic measurements taken in Auxerre (FR) in 1986. Since then the vehicle industries have changed a lot. For different future traffic scenarios, changes in load patters are expected. Automated driving, especially truck platooning, will have an impact on future bridge loads. Due to synchronization of traffic flows, or reduced distances between trucks- as it is used for truck platooning- increase of the traffic load per road meter follows. Within this paper, a large-scale parameter study of different bridge types loaded with randomised traffic flows and platoon scenarios is investigated. Structural safety is evaluated for concentrated vertical forces with dynamic resonance interaction on bridges with respect to randomized traffic. Key parameters such as critical intervehicle distances or dynamic load amplification were identified and discussed.

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