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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
Author(s): , , , ,
Presented at IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, published in , 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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Bibliographic Details

Author(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)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Published in:
Page(s): 526-533 Total no. of pages: 8
Page(s): 526-533
Total no. of pages: 8
DOI: 10.2749/ghent.2021.0526
Abstract:

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.

Keywords:
design and construction similitude law bridge test model scale-model materials finite element analysis (FEA) experiment case
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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