The Analysis of the Non-Axial Force Connection for the Earth-Anchored Cable-Stayed Bridge
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Bibliografische Angaben
| Autor(en): |
Yajun Zhang
(College of Civil Engineering, Tongji University, Shanghai, China)
Yan Yang (Hubei JIAOTOU Shi Wu(Xi) Expressway Co., Ltd., Shiyan, China) Shoufeng Tang (Hubei JIAOTOU Shi Wu(Xi) Expressway Co., Ltd., Shiyan, China) Yuan Liao (Hubei Provincial Communication Planning and Design Institute Co., Ltd., Wuhan, China) Wangxing Ding (Hubei Provincial Communication Planning and Design Institute Co., Ltd., Wuhan, China) Yuqing Liu (College of Civil 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): | 380-386 | ||||
| Anzahl der Seiten (im PDF): | 7 | ||||
| DOI: | 10.2749/nanjing.2022.0380 | ||||
| Abstrakt: |
The Danjiangkou Reservoir Bridge is the earth-anchored light composite cable-stayed bridge with the largest span in the world. The non-axial force connection is firstly used in the composite cable- stayed bridge. This connection mainly consists of the support system, outer and inner box girders. Based on the FE analysis, the stress distribution, load path and deformation of the non-axial force connection are discussed. The results show that the load on the outer box girder is transferred to the inner box girder by vertical and horizontal supports, so as to complete the transmission of shear force, bending moment and torsion of the cable-stayed bridge at the mid-span. The non-axial force connection presents effective mechanical performance and structural deformation response, which indicates that this connection can reduce the unfavourable longitudinal deformation of the earth- anchored cable-stayed bridge. |
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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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