Xiaodong Sui

Dr. Xiaodong Sui


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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19 February 2021 in Structural Control and Health Monitoring
Verified
Journal Article
Closed access
PDF file
ZTZhi‐Feng Tang
Zhi‐Feng Tang
XSXiaodong Sui
Xiaodong Sui
YDY.F. Duan
Y.F. Duan
PZPengfei Zhang
Pengfei Zhang
CYChung Bang Yun
Chung Bang Yun

31 August 2021 in Smart Materials and Structures
Verified
Journal Article
Closed access
MZMengru Zhang
Mengru Zhang
ZTZhifeng Tang
Zhifeng Tang
CYChung Bang Yun
Chung Bang Yun
XSXiaodong Sui
Xiaodong Sui
JCJian Chen
Jian Chen
YDYuanfeng Duan
Yuanfeng Duan
Lap joints are commonly used in civil infrastructure and mechanical assembly structures. Detecting the connection status of bolts, particularly in the early stages of use, is critical for ensuring structural integrity. A shear horizontal (SH) guided wave-based bolt looseness detection method, excited by a magnetostrictive patch transducer (MPT), is presented in this paper. A normalised bolt-looseness index I BL nor was proposed based on the wave energy transmission theory by analysing the signals received at the transducer for the transmitted wave passing through the actual contact area and the transducer for the direct incoming wave. Numerical and experimental studies were conducted on a lap joint with four bolts. The relationship between the I BL nor and bolt loads was obtained, verifying the effectiveness of this method for detecting the extent of the bolt looseness under various bolt tightness states. The results also show that SH0 waves, excited by an MPT, have better detection capability than Lamb waves, when the surface of the lap joint is subjected to liquid medium such as water and professional paint for bridges.

11 January 2023 in Journal of Infrastructure Intelligence and Resilience
Verified
Journal Article
Open access
XSXiaodong Sui
Xiaodong Sui
YDY.F. Duan
Y.F. Duan
CYChungbang Yun
Chungbang Yun
ZTZhifeng Tang
Zhifeng Tang
JCJunwei Chen
Junwei Chen
GHGuomin Hu
Guomin Hu

17 May 2024 in Ultrasonics
Verified
Journal Article
Closed access
XSXiaodong Sui
Xiaodong Sui
Ru ZhangRu Zhang
Ru Zhang
YLYaozhi Luo
Yaozhi Luo
ZTZhifeng Tang
Zhifeng Tang
ZWZhen Wang
Zhen Wang

18 February 2025 in Ultrasonics
Verified
Journal Article
Closed access
XSXiaodong Sui
Xiaodong Sui
Ru ZhangRu Zhang
Ru Zhang
YLYaozhi Luo
Yaozhi Luo
YFYi Fang
Yi Fang

14 February 2026 in Buildings
Verified
Journal Article
Open access
PDF file
Ru ZhangRu Zhang
Ru Zhang
CGChaodong Guan
Chaodong Guan
YFYi Fang
Yi Fang
YDY.F. Duan
Y.F. Duan
XSXiaodong Sui
Xiaodong Sui
During long-term service, concrete structures are exposed to various adverse factors, which often lead to the formation of numerous surface cracks. These cracks pose serious threats to structural safety and durability. Therefore, accurately identifying crack characteristics is essential for evaluating the service performance of concrete structures. A two-stage concrete crack segmentation method is presented in this study. The crack is initially located by the improved YOLOv11 that integrates three novel modules, namely Multi-scale Edge Information Enhancement, Efficient-Detection, and P2-Level Feature Integration, to form the MEP-YOLOv11 model. Then, the detected region is taken as input prompts for Segment Anything Model (SAM) to achieve precise crack segmentation. This approach eliminates the need for manual prompting in SAM, enabling automatic crack feature identification. The average Accuracy, precision, and Intersection over Union (IoU) for crack segmentation are 95.98%, 92.60%, and 0.77, respectively. To further enhance the robustness of the two-stage segmentation method under non-uniform illumination conditions, a mask re-input strategy is introduced. The crack mask generated by SAM using bounding-box prompts is fed back into SAM to guide a second round of segmentation. Experimental results demonstrate that the improved method maintains high segmentation performance, with an average Accuracy of 92.38%, precision of 85.70%, and IoU of 0.64. Overall, the proposed method meets engineering requirements for high-precision and efficient crack detection and segmentation, showing strong potential for practical inspection tasks.