Tao Liu

Dr. Tao Liu

Department of Mechanical Engineering, Anhui University of Technology, Ma’anshan, 243002, PR China
orcid

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

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

Representative Publications

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2 November 2017 in Entropy
Verified
Journal Article
Open access
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Jinde ZhengJinde Zheng
Jinde Zheng
DTDeyu Tu
Deyu Tu
Haiyang PanHaiyang Pan
Haiyang Pan
XHXiao-lei Hu
Xiao-lei Hu
TLTao Liu
Tao Liu
QLQingyun Liu
Qingyun Liu
The vibration signals of rolling bearings are often nonlinear and non-stationary. Multiscale entropy (MSE) has been widely applied to measure the complexity of nonlinear mechanical vibration signals, however, at present only the single channel vibration signals are used for fault diagnosis by many scholars. In this paper multiscale entropy in multivariate framework, i.e., multivariate multiscale entropy (MMSE) is introduced to machinery fault diagnosis to improve the efficiency of fault identification as much as possible through using multi-channel vibration information. MMSE evaluates the multivariate complexity of synchronous multi-channel data and is an effective method for measuring complexity and mutual nonlinear dynamic relationship, but its statistical stability is poor. Refined composite multivariate multiscale fuzzy entropy (RCMMFE) was developed to overcome the problems existing in MMSE and was compared with MSE, multiscale fuzzy entropy, MMSE and multivariate multiscale fuzzy entropy by analyzing simulation data. Finally, a new fault diagnosis method for rolling bearing was proposed based on RCMMFE for fault feature extraction, Laplacian score and particle swarm optimization support vector machine (PSO-SVM) for automatic fault mode identification. The proposed method was compared with the existing methods by analyzing experimental data analysis and the results indicate its effectiveness and superiority.

22 August 2024 in Engineering Structures
Verified
Journal Article
Closed access
TLTao Liu
Tao Liu
XSXiangrong Sun
Xiangrong Sun
WHWenfeng Hu
Wenfeng Hu
LWLu Wang
Lu Wang
SZShunqi Zhang
Shunqi Zhang
TBTinh Quoc Bui
Tinh Quoc Bui

8 December 2022 in Composite Structures
Verified
Journal Article
Closed access
TLTao Liu
Tao Liu
QLQing-Yun Liu
Qing-Yun Liu
YZYa-Fei Zhao
Ya-Fei Zhao
Min WangMin Wang
Min Wang
SZShunqi Zhang
Shunqi Zhang

6 December 2020 in Mathematics
Verified
Journal Article
Open access
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TLTao Liu
Tao Liu
CLChaodong Li
Chaodong Li
CWChao Wang
Chao Wang
Joel Weijia LaiJoel Weijia Lai
Joel Weijia Lai
Kang Hao CheongKang Hao Cheong
Kang Hao Cheong
An efficient isogeometric analysis method (IGA) based on a simple first-order shear deformation theory is presented to study free vibration, static bending response, dynamic response, and active control of functionally graded plates (FGPs) integrated with piezoelectric layers. Based on the neutral surface, isogeometric finite element motion equations of piezoelectric functionally graded plates (PFGPs) are derived using the linear piezoelectric constitutive equation and Hamilton’s principle. The convergence and accuracy of the method for PFGPs with various mechanical and electrical boundary conditions have been investigated via free vibration analysis. In the dynamic analysis, both time-varying mechanical and electrical loads are involved. A closed-loop control method, including displacement feedback control and velocity feedback control, is applied to the static bending control and the dynamic vibration control analysis. The numerical results obtained are accurate and reliable through comparisons with various numerical and analytical examples.

18 January 2025 in Engineering Analysis with Boundary Elements
Verified
Journal Article
Closed access
TLTao Liu
Tao Liu
WXWenxiang Xu
Wenxiang Xu
YWYuhang Wang
Yuhang Wang
SCShanshan Cai
Shanshan Cai
XHXiao-lei Hu
Xiao-lei Hu
JGJiming Gu
Jiming Gu

15 January 2025 in Thin-Walled Structures
Verified
Journal Article
Closed access
TLTao Liu
Tao Liu
XSXiangrong Sun
Xiangrong Sun
JZJinde Zheng
Jinde Zheng
LWLu Wang
Lu Wang
QLQingyun Liu
Qingyun Liu
TBTinh Quoc Bui
Tinh Quoc Bui