Reinforcement Design for Abutment-Beam Joint of an Integral Abutment Bridge Based on “Tensile Stress Region” Theory
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Détails bibliographiques
| Auteur(s): |
Jin Yongxue
(Department of Bridge Engineering, Tongji University, Siping Road 1239, Shanghai, China)
Liu Huifen (Department of Bridge Engineering, Tongji University, Siping Road 1239, Shanghai, China) Xu Dong (Department of Bridge Engineering, Tongji University, Siping Road 1239, Shanghai, China) Zheng Mingwan (Jinan Municipal Engineering Design & Research Institute (Group) Co., Ltd, Second Ring Road 3377, Jinan, China) Yu Zengming (Jinan Municipal Engineering Design & Research Institute (Group) Co., Ltd, Second Ring Road 3377, Jinan, 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): | 1582-1591 | ||||
| Nombre total de pages (du PDF): | 10 | ||||
| DOI: | 10.2749/nanjing.2022.1582 | ||||
| Abstrait: |
An integral abutment bridge (IAB) is a type of bridge in which bearings and expansion joints are eliminated at the abutment. Its superstructure is usually connected to its substructure by casting the abutment-beam joint in-situ, which is responsible for transferring loads and reaction forces. Like the knee joint of the frame, the joint is in stress disturbed region and the reinforcement is more complicated. In this paper, based on the principle of equal stiffness, the whole structure is simplified to a “single girder + single pile” structure equivalently. Then combined with the “tensile stress region” theory, by calculating the element stresses of an engineering example under four load combinations, a simpler design method is proposed for the reinforcement of the joint of an IAB. |
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| Mots-clé: |
ferraillage
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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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