Model investigations of Strouhal number of iced cable of cable-stayed bridge
Piotr Górski
Department of Structural Mechanics; Faculty of Civil Engineering; Opole University of Technology (Poland)
https://orcid.org/0000-0001-9355-3410
Stanislav Pospišil
Institute of Theoretical and Applied Mechanics; Academy of Sciences of the Czech Republik (Czechia)
https://orcid.org/0000-0002-5927-7587
Sergej Kuznetsov
Institute of Theoretical and Applied Mechanics; Academy of Sciences of the Czech Republik (Czechia)
Marcin Tatara
Department of Road and Bridges; Faculty of Civil Engineering; Opole University of Technology (Poland)
Ante Marušić
Institute of Theoretical and Applied Mechanics; Academy of Sciences of the Czech Republik (Czechia)
Abstract
The paper presents the method and results of wind tunnel investigations of Strouhal number of stationary iced cable model of cable-stayed bridge. The investigations were performed in a Climatic Wind Tunnel Laboratory of the Czech Academy of Sciences in Telc. The experimental icing of the inclined cable model in the climatic chamber of the laboratory was made. The shape of the iced model was registered by a numerical photogrammetry method. For the aerodynamic tunnel investigations, the new iced cable model was made by using 3D printing method. The Strouhal number was determined within the range of the Reynolds number between 28·103 and 122·103, on the basis of the dominant vortex shedding frequency measured in the flow behind the model.
Keywords:
aerodynamic, icing, cable, Strouhal number, vortex sheddingReferences
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Authors
Piotr GórskiDepartment of Structural Mechanics; Faculty of Civil Engineering; Opole University of Technology Poland
https://orcid.org/0000-0001-9355-3410
Authors
Stanislav PospišilInstitute of Theoretical and Applied Mechanics; Academy of Sciences of the Czech Republik Czechia
https://orcid.org/0000-0002-5927-7587
Authors
Sergej KuznetsovInstitute of Theoretical and Applied Mechanics; Academy of Sciences of the Czech Republik Czechia
Authors
Marcin TataraDepartment of Road and Bridges; Faculty of Civil Engineering; Opole University of Technology Poland
Authors
Ante MarušićInstitute of Theoretical and Applied Mechanics; Academy of Sciences of the Czech Republik Czechia
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