Experimental Design of Link Slab in Long-span Steel-Concrete Composite Bridge
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Bibliografische Angaben
| Autor(en): |
Liang Xiao
(Department of Bridge Engineering, Tongji University, Shanghai, China)
Qingtian Su (Department of Bridge Engineering, Tongji University, Shanghai, China) Zhiquan Chen (China Railway 21st Bureau Group The 3rd Engineering Co., Ltd., Shaanxi Province, China) Tianbo Peng (Department of Bridge Engineering, Tongji University, Shanghai, China) |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Veröffentlicht in: | IABSE Congress Nanjing 2022 | ||||
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| Seite(n): | 574-582 | ||||
| Anzahl der Seiten (im PDF): | 9 | ||||
| DOI: | 10.2749/nanjing.2022.0574 | ||||
| Abstrakt: |
Link slab makes the steel girder simply supported and the bridge deck continuous. Therefore, it is a fine substitute for expansion joint in simply supported bridge. However, the application of link slab in long-span simply supported composite bridge is rarely reported. This paper attempts to introduce the link slab into long-span simply supported steel-concrete composite bridge. In order to study the static performance of the link slab, this research designs a full-scale I-shaped segment specimen and conducts a numerical analysis on it. The calculation results are compared with the full bridge model to verify its feasibility, preparing for a follow-up test. |
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| Lizenz: | Die Urheberrechte (Copyright) für dieses Werk sind rechtlich geschützt. Es darf nicht ohne die Zustimmung des Autors/der Autorin oder Rechteinhabers/-in weiter benutzt werden. |
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