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Design and construction of a three-span continuous box girder model

 Design and construction of a three-span continuous box girder model
Auteur(s): , , , ,
Présenté pendant IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, publié dans , pp. 526-533
DOI: 10.2749/ghent.2021.0526
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Scale model experiments have been widely used in short- and medium-span bridge research, including B- WIM technology and vehicle-bridge interaction mechanisms and applications. A high simulative sc...
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Détails bibliographiques

Auteur(s): (Department of Bridge Engineering, Tongji University, Shanghai, China)
(Department of Bridge Engineering, Tongji University, Shanghai, China)
(Department of Bridge Engineering, Tongji University, Shanghai, China)
(Department of Bridge Engineering, Tongji University, Shanghai, China)
(State Key Laboratory for Health and Safety of Bridge Structures, Wuhan, Hubei, China)
ORCID (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Publié dans:
Page(s): 526-533 Nombre total de pages (du PDF): 8
Page(s): 526-533
Nombre total de pages (du PDF): 8
DOI: 10.2749/ghent.2021.0526
Abstrait:

Scale model experiments have been widely used in short- and medium-span bridge research, including B- WIM technology and vehicle-bridge interaction mechanisms and applications. A high simulative scale model can be used to verify the relevant theories and technologies effectively. In this paper, a 1:20 scale model has been set up according to a 3×20m three-span continuous box girder bridge prototype. The physical quantities of the scale model have been derived by similitude law to guide the model design. Appropriate materials, such as PMMA and lead blocks, have been adopted to form the basic structure, whose arrangements are detailed. Finite element analysis (FEA) is applied to calculate and compare the static and dynamic characteristics between real bridge and model structure. One experiment case of a B-WIM test integrating influence surface and computer vision has been carried out to illustrate the model's validity. The constructed model can be a useful platform for future researches and provide a reference for practitioners.

Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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