Chengkan Xu

Mr. Chengkan Xu


Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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28 July 2023 in Sensors
Verified
Journal Article
Open access
PDF file
Zhang HeZhang He
Zhang He
CXChengkan Xu
Chengkan Xu
JJJiqing Jiang
Jiqing Jiang
JSJiangpeng Shu
Jiangpeng Shu
LSLiangfeng Sun
Liangfeng Sun
Zhicheng ZhangZhicheng Zhang
Zhicheng Zhang
Structural-response reconstruction is of great importance to enrich monitoring data for better understanding of the structural operation status. In this paper, a data-driven based structural-response reconstruction approach by generating response data via a convolutional process is proposed. A conditional generative adversarial network (cGAN) is employed to establish the spatial relationship between the global and local response in the form of a response nephogram. In this way, the reconstruction process will be independent of the physical modeling of the engineering problem. The validation via experiment of a steel frame in the lab and an in situ bridge test reveals that the reconstructed responses are of high accuracy. Theoretical analysis shows that as the sensor quantity increases, reconstruction accuracy rises and remains when the optimal sensor arrangement is reached.

1 June 2021 in IOP Conference Series: Earth and Environmental Science
Verified
Conference Paper
Open access
PDF file
JFJianhong Fu
Jianhong Fu
LWLi Wang
Li Wang
CXChengkan Xu
Chengkan Xu
Vortex-induced vibration (VIV), which will lead to the fatigue damage on coastal structures like flexible cylinders, has attracted considerable attention. The object of this study is to investigate the VIV phenomenon of flexible cylinder and the damping effects of fairings which could be used as vortex-suppressing devices, with three-dimensional (3D) fluid-structure interaction considered. In this paper, a 3D finite element (FE) model is established with the cylinder simulated by solid elements, the fluid field by the Arbitrary Lagrangian Eulerian (ALE) scheme, and the pipe surface by the moving boundary. Non-uniform mesh in different region and dynamic mesh in the area around the pipe are used to better simulate the pipe and the fluid field. The feasibility of the model is verified. The correlations between the vibration amplitude and the vortex shedding frequency are depicted, with the lock-in phenomenon captured. The displacement responses of the pipe are calculated with the damping effects considered, which is reflected not only in reducing the vibration amplitude of the pipe, but also in raising the flow rates for the lock-in region. This study will provide useful theoretical reference for vibration control of the VIV phenomenon of flexible cylinder.