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Reinforcement Design for Abutment-Beam Joint of an Integral Abutment Bridge Based on “Tensile Stress Region” Theory

 Reinforcement Design for Abutment-Beam Joint of an Integral Abutment Bridge Based on “Tensile Stress Region” Theory
Author(s): , , , ,
Presented at IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, published in , pp. 1582-1591
DOI: 10.2749/nanjing.2022.1582
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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 t...
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Bibliographic Details

Author(s): (Department of Bridge Engineering, Tongji University, Siping Road 1239, Shanghai, China)
(Department of Bridge Engineering, Tongji University, Siping Road 1239, Shanghai, China)
(Department of Bridge Engineering, Tongji University, Siping Road 1239, Shanghai, China)
(Jinan Municipal Engineering Design & Research Institute (Group) Co., Ltd, Second Ring Road 3377, Jinan, China)
(Jinan Municipal Engineering Design & Research Institute (Group) Co., Ltd, Second Ring Road 3377, Jinan, China)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Published in:
Page(s): 1582-1591 Total no. of pages: 10
Page(s): 1582-1591
Total no. of pages: 10
DOI: 10.2749/nanjing.2022.1582
Abstract:

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.

Keywords:
reinforcement Reinforcing integral abutment bridge (IAB) abutment-beam joint “single girder + single pile” model tensile stress region
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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