Experimental investigation on vortex-induced vibrations of a triple-box girder with web modification

2021 ◽  
Vol 218 ◽  
pp. 104783
Author(s):  
Chaoqun Wang ◽  
Xugang Hua ◽  
Zhouquan Feng ◽  
Haizhu Xiao ◽  
Zhengqing Chen ◽  
...  
2021 ◽  
Author(s):  
Pierre-Adrien Opinel ◽  
Narakorn Srinil

Abstract This paper presents the experimental investigation of vortex-induced vibrations (VIV) of a flexibly mounted circular cylinder in combined current and wave flows. The same experimental setup has previously been used in our previous study (OMAE2020-18161) on VIV in regular waves. The system comprises a pendulum-type vertical cylinder mounted on two-dimensional springs with equal stiffness in in-line and cross-flow directions. The mass ratio of the system is close to 3, the aspect ratio of the tested cylinder based on its submerged length is close to 27, and the damping in still water is around 3.4%. Three current velocities are considered in this study, namely 0.21 m/s, 0.29 m/s and 0.37 m/s, in combination with the generated regular waves. The cylinder motion is recorded using targets and two Qualisys cameras, and the water elevation is measured utilizing a wave probe. The covered ranges of Keulegan-Carpenter number KC are [9.6–35.4], [12.8–40.9] and [16.3–47.8], and the corresponding ranges of reduced velocity Vr are [8–16.3], [10.6–18.4] and [14–20.5] for the cases with current velocity of 0.21 m/s, 0.29 m/s and 0.37 m/s, respectively. The cylinder response amplitudes, trajectories and vibration frequencies are extracted from the recorded motion signals. In all cases the cylinder oscillates primarily at the flow frequency in the in-line direction, and the in-line VIV component additionally appears for the intermediate (0.29 m/s) and high (0.37 m/s) current velocities. The cross-flow oscillation frequency is principally at two or three times the flow frequency in the low current case, similar to what is observed in pure regular waves. For higher current velocities, the cross-flow frequency tends to lock-in with the system natural frequency, as in the steady flow case. The inline and cross-flow cylinder response amplitudes of the combined current and regular wave flow cases are eventually compared with the amplitudes from the pure current and pure regular wave flow cases.


Author(s):  
C. Le Cunff ◽  
F. Biolley ◽  
E. Fontaine ◽  
S. Etienne ◽  
M. L. Facchinetti

2021 ◽  
Vol 165 ◽  
pp. 103857
Author(s):  
Qinghe Fang ◽  
Jiabin Liu ◽  
Rongcan Hong ◽  
Anxin Guo ◽  
Hui Li

Author(s):  
Yongbo Zhang ◽  
Fanshun Meng ◽  
Haiyan Guo

This paper presents the test results of a vertically tensioned riser model under vortex-induced vibrations. The influence of internal flowing fluid and top tensions on the riser behavior is investigated. Twelve strain gauges were mounted on the riser and both the in-line and cross-flow responses at locations were measured. The frequency spectrum and amplitude response were derived from the strain date. The influences of internal flow and top tensions on two kinds of model risers are analyzed and some conclusions are drawn.


2011 ◽  
Vol 54 (3) ◽  
pp. 698-704 ◽  
Author(s):  
XiaoChao Li ◽  
YongXue Wang ◽  
GuangWei Li ◽  
MeiRong Jiang ◽  
Xu He

1988 ◽  
Vol 15 (3) ◽  
pp. 443-449 ◽  
Author(s):  
R. M. Korol ◽  
E. G. Thimmhardy ◽  
M.S. Cheung

As part of a major study, an experimental box girder having nominally identical cantilever sections was constructed to model the geometry of a pier girder of the Hunt Club–Rideau Bridge structure in Ottawa. The one-fourth scale model did not, however, replicate the varying depth of the prototype. The objective was to determine whether a deliberate reduction in the gross heat input for welds attaching longitudinal stiffeners to the flange plates for one end of the girder (and hence would incur reduced plate distortions and residual stresses) could augment the carrying capacity of a statically loaded box girder. In fact, the results from the two tests are such as to suggest that inward bent transverse stiffeners may account for a greater reduction in strength than do the imperfections of local plate panels of compression flanges. Key words: box girders, bridges, experiments, geometric imperfections, residual stresses, strength, structural steel.


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