Stability Analysis of a Super Long-Span Cable-Stayed Bridge in China
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Bibliografische Angaben
| Autor(en): |
Xing Zheng
(Southeast University, Nanjing, China)
Qiao Huang (Southeast University, Nanjing, China) Jian Huang (Jiangsu Province Transportation Engineering Construction Bureau, Nanjing, China) Jin-Tao Zhang (China Railway Major Bridge Reconnaissance & Design Institute Co. Ltd., Nanjing, China) Xiao-Dong Song (Southeast University, Nanjing, 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): | 364-372 | ||||
| Anzahl der Seiten (im PDF): | 9 | ||||
| DOI: | 10.2749/nanjing.2022.0364 | ||||
| Abstrakt: |
With a main span of 1176 meters, the Changtai Yangze River Bridge is a super long-span rail-cum- road cable-stayed bridge under construction in China. The steel truss girder is a transverse asymmetry structure. And the spacial diamond shaped pylon is applied in the bridge to ensure the stiffness of pylon. In this paper, the stability of the Changtai Yangze River Bridge is investigated using finite element method. Dead load, live load and wind load are considered in the analysis. Linear elastic buckling analysis and nonlinear stability analysis, in which both material nonlinearity and geometrical nonlinearity are considered, is performed. The failure mode of the nonlinear stability is presented and discussed. The results show that the minimum stability coefficients are 10,50 and 2,04, respectively for the linear elastic buckling analysis and nonlinear stability analysis. The crushing of concrete at the bottom of the pylon indicates the failure of the structure. |
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| Stichwörter: |
Versagensart Stabilitätsanalyse
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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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