0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

FEM based approach for development of a new high-speed load model for railway bridges

 FEM based approach for development of a new high-speed load model for railway bridges
Author(s): , , , ,
Presented at IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, published in , pp. 1614-1622
DOI: 10.2749/ghent.2021.1614
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (PDF) 0.19 MB

The high-speed load model (HSLM), developed more than 20 years ago, is defined in the code "EN 1991-2" for a dynamic analysis of railway bridges - with respect to ballast destabilisation - within l...
Read more

Bibliographic Details

Author(s): (AIT Austrian Institute of Technology, Vienna, AT)
(AIT Austrian Institute of Technology, Vienna, AT)
(AIT Austrian Institute of Technology, Vienna, AT)
(Technical University of Darmstadt, Darmstadt, DE‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(Technical University of Darmstadt, Darmstadt, DE‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(REVOTEC ZT GmbH, Vienna, AT)
(German Centre for Rail Traffic Research Federal Railway Authority, Dresden, DE)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Published in:
Page(s): 1614-1622 Total no. of pages: 9
Page(s): 1614-1622
Total no. of pages: 9
DOI: 10.2749/ghent.2021.1614
Abstract:

The high-speed load model (HSLM), developed more than 20 years ago, is defined in the code "EN 1991-2" for a dynamic analysis of railway bridges - with respect to ballast destabilisation - within lines with a vehicle speed of more than 120 km/h. The compliance with the (dynamic) load bearing capacity and the serviceability acceleration must be verified for designing new bridges and assessing existing bridges, especially if a speed increase on the railroad is intended. New vehicle types, which are not always covered by the standardised load model, must be examined additionally. This leads to a clear and an urgent need for a revision of the existing high-speed load model. Within this paper, a large-scale dynamic FEM computation including 17 million train passages is presented as a basis for developing a new standard-compliant dynamic load model within the ongoing international project, commissioned by the German EBA (Federal Railway Authority).

Keywords:
FEM bridge dynamics Railway bridges dynamic load models
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
License:

This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner.