Guangyuan Weng

Prof. Guangyuan Weng

Xi'an Shiyou University

Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

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

Representative Publications

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21 July 2020 in Sensors
Verified
Journal Article
Open access
PDF file
GWGuangyuan Weng
Guangyuan Weng
JWJintao Wang
Jintao Wang
YLYang liu
Yang liu
XZxiyu zhu
xiyu zhu
JDJianbo Dai
Jianbo Dai
To detect the stress of steel structures and members using the existing magnetism, a magnetic stress sensing system integrating a magnetic flux induction coil, a magnetic flux measurement device, a loaded device, and data acquisition software was developed. The magnetic coupling test research was carried out for different grades of structural building and bridge steel specimens to establish the magnetic stress flux mathematical model, and the fitting equation of the magnetic flux changes with the positions of different sections of specimens was analyzed. Furthermore, a practical formula for stress detection was obtained through the experiments. Meanwhile, on these bases, the typical steel truss structure model of a Bailey beam was designed and manufactured under different working conditions, nondestructive online stress testing was carried out, and the stress of the model structure and its members was measured by strain and magnetic flux tests to obtain the curves of the test results for the stress–strain and magnetic stress flux, respectively. The results of these two methods are in good agreement with each other. The stress of the steel truss model structure was analyzed and calculated using the finite element method. The results agreed well with the experimental results from the magnetic stress sensing system—the maximum error was about 5%, which meets the requirements of engineering applications.

25 June 2023 in Structures
Verified
Journal Article
Closed access
GWGuangyuan Weng
Guangyuan Weng
JDJunfeng Ding
Junfeng Ding
JCJingting Cao
Jingting Cao
YHYang Hui
Yang Hui

10 April 2025 in Sensors
Verified
Journal Article
Open access
PDF file
YMYunbin Ma
Yunbin Ma
ZSZuyue Shang
Zuyue Shang
JZJie Zheng
Jie Zheng
YZYichen Zhang
Yichen Zhang
GWGuangyuan Weng
Guangyuan Weng
CBCheng Bi
Cheng Bi
Traditional leakage prediction models for long-distance pipelines have limitations in effectively synchronizing spatial and temporal features of leakage signals, leading to data processing that heavily relies on manual experience and exhibits insufficient generalization capabilities. This paper introduces a novel leakage detection and localization algorithm for oil and gas pipelines, integrating wavelet denoising with a Long Short-Term Memory (LSTM)-Transformer model. The proposed algorithm utilizes pressure sensors to collect real-time pipeline pressure data and applies wavelet denoising to eliminate noise from the pressure signals. By combining LSTM’s temporal feature extraction with the Transformer’s self-attention mechanism, we construct a short-term average pressure gradient-average instantaneous flow network model. This model continuously predicts pipeline flow based on real-time pressure gradient inputs, monitors deviations between actual and predicted flow, and employs a pressure curve distance algorithm to accurately determine the leakage location. Experimental results from the Jilin-Changchun long-distance oil pipeline demonstrate that the model possesses superior leakage warning and localization capabilities. Specifically, the leakage prediction accuracy reaches 99.995%, with a leakage location error margin below 2.5%. Additionally, the model can detect leaks exceeding 0.6% of the main pipeline flow without generating false alarms during operation.


18 January 2023 in Processes
Verified
Journal Article
Open access
PDF file
GWGuangyuan Weng
Guangyuan Weng
QXQixuan Xie
Qixuan Xie
CXChenxi Xu
Chenxi Xu
PZPeng Zhang
Peng Zhang
XZXiang Zhang
Xiang Zhang
With the aim of determining the influence of the fluid–structure coupling dynamic effect of the oil and gas transmission medium and pipeline on the seismic response, an oil pipeline supported by a cable-stayed spanning structure was taken as the study object. Kinetic equations taking into account the action of oil and gas medium were studied, and a finite element model structure considering the additional-mass method and the fluid–structure coupling effect were established separately. In addition, the mechanism of the oil–gas–pipeline coupling action on the seismic response of pipeline structure was analyzed, and the results were obtained. The results show that the pipeline has a minimal seismic response at the abutment location, the seismic response gradually increases along the abutment to the main tower, and the seismic response reach is maximized at about one-fifth of the bridge platform. The seismic response of the oil and gas pipeline model structure using the additional-mass method is generally more significant than that based on the fluid–solid coupled dynamic model; moreover, the maximum displacement response differs by about 24%, and the maximum acceleration response differs by approximately 30%, indicating that the oil and gas medium has a certain viscoelastic damping effect on the seismic response of the oil pipeline, which provides a reference for the seismic response calculation theory and analysis method of cable-stayed spanning oil pipelines.

9 May 2025 in Measurement
Verified
Journal Article
Closed access
GWGuangyuan Weng
Guangyuan Weng
XXXinlei Xing
Xinlei Xing
ZHZhaoyang Han
Zhaoyang Han
BWBo Wang
Bo Wang
XZXiyu Zhu
Xiyu Zhu
JZJie Zheng
Jie Zheng