Frontiers of Structural and Civil Engineering
>> 2017,
Volume 11,
Issue 4
doi:
10.1007/s11709-017-0435-5
RESEARCH ARTICLE
Kinetic energy based model assessment and sensitivity analysis of vortex induced vibration of segmental bridge decks
Institute of Structural Mechanics, Faculty of Civil Engineering, Bauhaus Universitat Weimar, Weimar 99423, Germany
Accepted: 2017-06-09
Available online: 2017-11-10
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Abstract
In this paper, semi 3D models for segmental Bridge decks are created in ABAQUS CFD program with the support of MATLAB codes to simulate and analyze vortex shedding generated due to wind excitation through considering the stationary position of the deck. Three parameters (wind speed, deck streamlined length and dynamic viscosity of the air) are dedicated to study their effects on the kinetic energy of the system in addition to the shapes and patterns of the vortices. Two benchmarks from the literature Von Karman and Dyrbye and Hansen are considered to validate the vortex shedding aspects for the CFD models. Good agreement between the results of the benchmarks and the semi 3D models has been detected. Latin hypercube experimental method is dedicated to generate the surrogate models for the kinetic energy of the system and the lift forces. Variance based sensitivity analysis is utilized to calculate the main sensitivity indices and the interaction orders for all the three parameters. The kinetic energy approach performed very well in revealing the rational effects and the roles of each parameter in the generation of vortex shedding and predicting vortex induced vibration of the deck.
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