Title
Prediction of inclined cable galloping using a 2DOF aeroelastic model
Document Type
Conference Proceeding
Publication Date
1-1-2014
Publication Title
Bridge Maintenance, Safety, Management and Life Extension - Proceedings of the 7th International Conference of Bridge Maintenance, Safety and Management, IABMAS 2014
First Page
1786
Last Page
1793
Abstract
Dry inclined cable galloping is an aerodynamic instability phenomenon of bridge stay cables under no precipitation condition. Its occurrence has been observed in a few wind tunnel tests. Thus, although the existence of the phenomenon has not been fully confirmed from bridge site, it should not be disregarded due to the possible satisfaction of its onset conditions in field and the resulted serious consequence. To better understand the underlying mechanisms associated with this phenomenon, a 2DOF aeroelastic model will be proposed in the current paper in the context of a 2DOF rigid circular cylinder in unsteady wind. Efforts will be made to identify the instability range associated with dry inclined cable galloping in terms of the relation between the reduced wind speed and the Scruton number. © 2014 Taylor & Francis Group.
DOI
10.1201/b17063-274
ISBN
9781138001039
Recommended Citation
Arash, A.; Cheng, S.; and Ting, D. S.K.. (2014). Prediction of inclined cable galloping using a 2DOF aeroelastic model. Bridge Maintenance, Safety, Management and Life Extension - Proceedings of the 7th International Conference of Bridge Maintenance, Safety and Management, IABMAS 2014, 1786-1793.
https://scholar.uwindsor.ca/mechanicalengpub/205