Fatigue Performance Evaluation of FRP Reinforced Steel Tubular K- Joint
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Détails bibliographiques
| Auteur(s): |
Zhihua Xiong
(College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, Shaanxi, China)
Wenwen Li (College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, Shaanxi, China) Yang Meng (College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, Shaanxi, China) Chenyu Zhao (College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, Shaanxi, China) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Publié dans: | IABSE Congress Nanjing 2022 | ||||
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| Page(s): | 1560-1567 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/nanjing.2022.1560 | ||||
| Abstrait: |
Welded steel tubular joints have been widely used in bridge engineering, but fatigue cracks are common in the joints under cyclic loads due to structural discontinuity and manufacturing defects. The formation and development of cracks have a great influence on the bearing capacity of joints, and even lead to the lack of safety of joints, thus the normal use of joints is affected. In this paper, for the cracked tubular K-joints under fatigue load, the change of stress intensity factor (SIF) before and after reinforced with carbon fibre-reinforced polymer (CFRP) is discussed by numerical simulation. The influence of the number of carbon fibre-reinforced polymer layers on the SIF of the reinforced joints is also discussed. The numerical simulation results show that the SIF can be effectively reduced by using CFRP to strengthen joint, and the fatigue performance of the joints can be greatly improved. |
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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