Yewei Huang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Yewei Huang has a total of 33 co-authors. Here are the top co-authors by number of shared publications:
- Wen-Li Chen
Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China
12 shared publications - Donglai Gao
Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin, China
10 shared publications - Guanbin Chen
Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China
7 shared publications Hui Li
6 shared publicationsWen-Li Chen
6 shared publicationsDonglai Gao
3 shared publications
Latest Publications
- Open Access
- 3 October 2026
- Published by Elsevier in SSRN Electronic Journal
Passive control of vortex-induced vibration of a rectangular column and indirect disturbance of wake field based on vortex generators
This study investigates the passive control of vortex-induced vibration (VIV) on a rectangular column with a side ratio of 1.25 using triangular vortex generators (VGs) through wind tunnel tests. The optimal geometric parameters of VGs were determined via aerodynamic force measurements. Flow visualization, particle image velocimetry (PIV), and proper orthogonal decomposition (POD) analysis were employed to reveal the control mechanism and the wake field modification. Results show that at zero yaw angle, VGs effectively suppress VIV by generating inter-wing vortices that energize the boundary layer and delay flow separation, reducing the root mean square (RMS) lift coefficient by over 50%. The wake turbulence kinetic energy and swirling strength are significantly attenuated, and the regularity of vortex shedding is weakened. However, the control effectiveness is highly dependent on the yaw angle: it is optimal at 0°, deteriorates at 10° due to adverse shear layer excitation, and becomes negligible beyond 20°. Notably, at small yaw angles where tower-wake-induced vibration (TWIV) of suspenders typically occurs, VGs still effectively reduce the large-scale vortex intensity in the near-wake region, suggesting their potential for indirectly mitigating TWIV by suppressing the vortex shedding from the tower. These findings provide practical guidelines for applying VGs in wind-sensitive civil engineering structures.
- 3 October 2026
- Published by Elsevier in SSRN Electronic Journal
Open AccessPassive control of vortex-induced vibration of a rectangular column and indirect disturbance of wake field based on vortex generators
This study investigates the passive control of vortex-induced vibration (VIV) on a rectangular column with a side ratio of 1.25 using triangular vortex generators (VGs) through wind tunnel tests. The optimal geometric parameters of VGs were determined via aerodynamic force measurements. Flow visualization, particle image velocimetry (PIV), and proper orthogonal decomposition (POD) analysis were employed to reveal the control mechanism and the wake field modification. Results show that at zero yaw angle, VGs effectively suppress VIV by generating inter-wing vortices that energize the boundary layer and delay flow separation, reducing the root mean square (RMS) lift coefficient by over 50%. The wake turbulence kinetic energy and swirling strength are significantly attenuated, and the regularity of vortex shedding is weakened. However, the control effectiveness is highly dependent on the yaw angle: it is optimal at 0°, deteriorates at 10° due to adverse shear layer excitation, and becomes negligible beyond 20°. Notably, at small yaw angles where tower-wake-induced vibration (TWIV) of suspenders typically occurs, VGs still effectively reduce the large-scale vortex intensity in the near-wake region, suggesting their potential for indirectly mitigating TWIV by suppressing the vortex shedding from the tower. These findings provide practical guidelines for applying VGs in wind-sensitive civil engineering structures.
- 20 September 2026
- Published by Elsevier in Expert Systems with Applications
- Vol. 334
AIS-based ship anomaly detection for bridge-area navigation risk monitoring using dynamic multi-paradigm fusion
- 20 September 2026
- Published by Elsevier in Expert Systems with Applications
- Vol. 334
AIS-based ship anomaly detection for bridge-area navigation risk monitoring using dynamic multi-paradigm fusion
- Open Access
- 14 May 2026
- Published by MDPI AG in Applied Sciences
- Vol. 16 (10) , 4893
Experimental Study on Wind-Induced Vibration Control of Bridge Cables Based on Tuned Mass Dampers and Passive Suction and Jet Flow
This paper investigates the effects of two control measures on vortex-induced vibration and wake-induced vibration of suspension bridge cables through wind tunnel experiments. For a single cable, a passive suction/jet ring arrangement is proposed, and its vortex-induced vibration suppression performance under different density configurations (single-segment and two-segment dense arrangements) is analyzed. Experiments show that the total length of the ring is positively correlated with the control effect. The two-segment arrangement is significantly better than the single-segment arrangement when the total length is 1/4 of the cable length, with a maximum reduction in vibration displacement of 88%. For double cables, a spacer with an integrated tuned mass damper (TMD) is used. The results show that the TMD can effectively suppress vortex-induced vibration and wake-induced vibration. Its control effect depends on the installation position and the damper’s natural frequency. Installation at mid-span and 1/4-span positions can significantly reduce the vibration response, especially for suppressing first-order mode vibration. This study provides an optimized aerodynamic and damper combination scheme for cable wind vibration control.
- 14 May 2026
- Published by MDPI AG in Applied Sciences
- Vol. 16 (10) , 4893
Open AccessExperimental Study on Wind-Induced Vibration Control of Bridge Cables Based on Tuned Mass Dampers and Passive Suction and Jet Flow
This paper investigates the effects of two control measures on vortex-induced vibration and wake-induced vibration of suspension bridge cables through wind tunnel experiments. For a single cable, a passive suction/jet ring arrangement is proposed, and its vortex-induced vibration suppression performance under different density configurations (single-segment and two-segment dense arrangements) is analyzed. Experiments show that the total length of the ring is positively correlated with the control effect. The two-segment arrangement is significantly better than the single-segment arrangement when the total length is 1/4 of the cable length, with a maximum reduction in vibration displacement of 88%. For double cables, a spacer with an integrated tuned mass damper (TMD) is used. The results show that the TMD can effectively suppress vortex-induced vibration and wake-induced vibration. Its control effect depends on the installation position and the damper’s natural frequency. Installation at mid-span and 1/4-span positions can significantly reduce the vibration response, especially for suppressing first-order mode vibration. This study provides an optimized aerodynamic and damper combination scheme for cable wind vibration control.
- 1 April 2026
- Published by AIP Publishing in Physics of Fluids
- Vol. 38 (4)
Flow separation control of an airfoil using flexible upper-surface flaps with inclined protrusions
Airfoil flow separation induces reverse flow in the shear layer. Focusing on this phenomenon, surface modification is adopted on flexible upper-surface flaps (USFs) to enhance their performance in flow separation control. Specifically, the surface modification refers to designing inclined protrusions on the tip of flexible USFs, which face the reverse flow. Systematic wind tunnel experiments, You Only Look Once v8 object detection, aerodynamic force measurements, and flow field visualization were employed to investigate the protrusions' effects on USFs' flapping dynamics, aerodynamic performance, and flow control mechanisms. The experimental results demonstrated that inclined protrusions decrease the critical Reynolds number for flexible USFs to enter the unsteady flapping state and slow the evolution of their flapping dynamics with increasing Reynolds number. These changes expand the Reynolds number range where flexible USFs achieve airfoil flow separation control, resulting in a maximum lift improvement of 10.4%, a drag reduction of 7.4%, and a 21.6% increase in the lift-to-drag ratio. Interestingly, millimeter-scale inclined protrusions are sufficient to induce flapping of flexible USFs, indicating that flexible USFs are highly sensitive to surface boundary conditions. It was also found that increasing protrusion height alters the airfoil's aerodynamic shape, enhancing lift even when the modified USFs are attached to the airfoil.
- 1 April 2026
- Published by AIP Publishing in Physics of Fluids
- Vol. 38 (4)
Flow separation control of an airfoil using flexible upper-surface flaps with inclined protrusions
Airfoil flow separation induces reverse flow in the shear layer. Focusing on this phenomenon, surface modification is adopted on flexible upper-surface flaps (USFs) to enhance their performance in flow separation control. Specifically, the surface modification refers to designing inclined protrusions on the tip of flexible USFs, which face the reverse flow. Systematic wind tunnel experiments, You Only Look Once v8 object detection, aerodynamic force measurements, and flow field visualization were employed to investigate the protrusions' effects on USFs' flapping dynamics, aerodynamic performance, and flow control mechanisms. The experimental results demonstrated that inclined protrusions decrease the critical Reynolds number for flexible USFs to enter the unsteady flapping state and slow the evolution of their flapping dynamics with increasing Reynolds number. These changes expand the Reynolds number range where flexible USFs achieve airfoil flow separation control, resulting in a maximum lift improvement of 10.4%, a drag reduction of 7.4%, and a 21.6% increase in the lift-to-drag ratio. Interestingly, millimeter-scale inclined protrusions are sufficient to induce flapping of flexible USFs, indicating that flexible USFs are highly sensitive to surface boundary conditions. It was also found that increasing protrusion height alters the airfoil's aerodynamic shape, enhancing lift even when the modified USFs are attached to the airfoil.
- 24 June 2025
- Published by Elsevier in Journal of Sound and Vibration
- Vol. 618
A modified dynamic model of bridge cable with internal damping and its modal damping characteristics
- 24 June 2025
- Published by Elsevier in Journal of Sound and Vibration
- Vol. 618
A modified dynamic model of bridge cable with internal damping and its modal damping characteristics
- 23 January 2023
- Published by Elsevier in Journal of Wind Engineering and Industrial Aerodynamics
- Vol. 233
Theoretical model and numerical simulation of tower-wake-induced vibration of a flexible suspender
- 23 January 2023
- Published by Elsevier in Journal of Wind Engineering and Industrial Aerodynamics
- Vol. 233
Theoretical model and numerical simulation of tower-wake-induced vibration of a flexible suspender
- Top Cited Papers
- 1 July 2022
- Published by Elsevier in Ocean Engineering
- Vol. 258
Review of active control of circular cylinder flow
- 1 July 2022
- Published by Elsevier in Ocean Engineering
- Vol. 258
Top Cited PapersReview of active control of circular cylinder flow
- 28 January 2022
- Published by Elsevier in Applied Ocean Research
- Vol. 120
Dynamics of the forced wake of a square cylinder with embedded flapping jets
- 28 January 2022
- Published by Elsevier in Applied Ocean Research
- Vol. 120
Dynamics of the forced wake of a square cylinder with embedded flapping jets
- 1 August 2021
- Published by Elsevier in Ocean Engineering
- Vol. 233
Dynamic wake of a square cylinder controlled with steady jet positioned at the rear stagnation point
- 1 August 2021
- Published by Elsevier in Ocean Engineering
- Vol. 233
Dynamic wake of a square cylinder controlled with steady jet positioned at the rear stagnation point