Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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Mechanical characteristics analysis of the orthotropic steel deck in heavy-haul railway bridges
This paper aims to assess the mechanical characteristics of the orthotropic steel deck (OSD) in heavy-haul railway bridges. Taking the Dongting Lake Bridge as an example, to simulate the transfer effect of the track structure and get mechanical characteristics of the OSD under the service load, the refined segmental finite element model (FEM) of the OSD in a heavy-haul railway bridge was established. Moreover, the Chinese C80 heavy-haul train (the C80) was selected as the applied load to make the analysis results close to the actual situation. And then, the stress influence lines of critical components in OSD were analyzed. Notches at diaphragms of the OSD are more likely to produce stress concentration. Due to the dense distribution and high stiffness of the longitudinal ribs of OSD, the final load influence range of OSD is limited. Since the T-shaped longitudinal ribs (T-Ribs) are located under the position of each rail, and its stiffness is greater than the adjacent U-shaped longitudinal ribs (U-Ribs), so that the T-Ribs are important load-bearing components of the OSD in heavy-haul railway bridges. Furthermore, the influences of the stiffness ratio of T-Rib to U-Rib on the mechanical characteristics of the OSD were analyzed.
Mechanical characteristics analysis of the orthotropic steel deck in heavy-haul railway bridges
This paper aims to assess the mechanical characteristics of the orthotropic steel deck (OSD) in heavy-haul railway bridges. Taking the Dongting Lake Bridge as an example, to simulate the transfer effect of the track structure and get mechanical characteristics of the OSD under the service load, the refined segmental finite element model (FEM) of the OSD in a heavy-haul railway bridge was established. Moreover, the Chinese C80 heavy-haul train (the C80) was selected as the applied load to make the analysis results close to the actual situation. And then, the stress influence lines of critical components in OSD were analyzed. Notches at diaphragms of the OSD are more likely to produce stress concentration. Due to the dense distribution and high stiffness of the longitudinal ribs of OSD, the final load influence range of OSD is limited. Since the T-shaped longitudinal ribs (T-Ribs) are located under the position of each rail, and its stiffness is greater than the adjacent U-shaped longitudinal ribs (U-Ribs), so that the T-Ribs are important load-bearing components of the OSD in heavy-haul railway bridges. Furthermore, the influences of the stiffness ratio of T-Rib to U-Rib on the mechanical characteristics of the OSD were analyzed.
Mechanical characteristics analysis of the orthotropic steel deck in heavy-haul railway bridges
Feng, Qian-shuo (Autor:in) / Zhu, Zhi-hui (Autor:in) / Xiao, Quan-qing (Autor:in) / Wang, Kun (Autor:in) / Zheng, Wei-qi (Autor:in) / Yu, Yu-jie (Autor:in)
Structure and Infrastructure Engineering ; 20 ; 165-178
01.02.2024
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
| Wiley | 1993
Orthotropic Steel Deck Bridges in Korea
| British Library Conference Proceedings | 2008