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Furui Wang
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Cited by
Year
A novel fractal contact-electromechanical impedance model for quantitative monitoring of bolted joint looseness
F Wang, SCM Ho, L Huo, G Song
Ieee Access 6, 40212-40220, 2018
1442018
Bolt early looseness monitoring using modified vibro-acoustic modulation by time-reversal
F Wang, G Song
Mechanical Systems and Signal Processing 130, 349-360, 2019
1402019
A piezoelectric active sensing method for quantitative monitoring of bolt loosening using energy dissipation caused by tangential damping based on the fractal contact theory
F Wang, L Huo, G Song
Smart materials and structures 27 (1), 015023, 2018
1402018
Monitoring of multi-bolt connection looseness using entropy-based active sensing and genetic algorithm-based least square support vector machine
F Wang, Z Chen, G Song
Mechanical Systems and Signal Processing 136, 106507, 2020
1222020
A fractal contact theory based model for bolted connection looseness monitoring using piezoceramic transducers
L Huo, F Wang, H Li, G Song
Smart Materials and Structures 26 (10), 104010, 2017
1002017
Modeling and analysis of an impact-acoustic method for bolt looseness identification
F Wang, SCM Ho, G Song
Mechanical Systems and Signal Processing 133, 106249, 2019
822019
New entropy-based vibro-acoustic modulation method for metal fatigue crack detection: An exploratory study
N Li, F Wang, G Song
Measurement 150, 107075, 2020
802020
Monitoring of multi-bolt connection looseness using a novel vibro-acoustic method
F Wang, G Song
Nonlinear Dynamics 100 (1), 243-254, 2020
652020
A novel percussion-based method for multi-bolt looseness detection using one-dimensional memory augmented convolutional long short-term memory networks
F Wang, G Song
Mechanical Systems and Signal Processing 161, 107955, 2021
592021
Monitoring of early looseness of multi-bolt connection: a new entropy-based active sensing method without saturation
F Wang, SCM Ho, G Song
Smart Materials and Structures 28 (10), 10LT01, 2019
562019
Bolt-looseness detection by a new percussion-based method using multifractal analysis and gradient boosting decision tree
F Wang, G Song
Structural Health Monitoring 19 (6), 2023-2032, 2020
502020
Shear loading detection of through bolts in bridge structures using a percussion‐based one‐dimensional memory‐augmented convolutional neural network
F Wang, G Song, YL Mo
Computer‐Aided Civil and Infrastructure Engineering 36 (3), 289-301, 2021
492021
Smart crawfish: A concept of underwater multi-bolt looseness identification using entropy-enhanced active sensing and ensemble learning
F Wang, Z Chen, G Song
Mechanical Systems and Signal Processing 149, 107186, 2021
452021
If structure can exclaim: a novel robotic-assisted percussion method for spatial bolt-ball joint looseness detection
F Wang, A Mobiny, H Van Nguyen, G Song
Structural Health Monitoring 20 (4), 1597-1608, 2021
382021
A modified analytical cutting force prediction model under the tool flank wear effect in micro-milling nickel-based superalloy
X Lu, F Wang, Z Jia, L Si, C Zhang, SY Liang
The International Journal of Advanced Manufacturing Technology 91, 3709-3716, 2017
372017
Looseness detection in cup-lock scaffolds using percussion-based method
F Wang, G Song
Automation in Construction 118, 103266, 2020
342020
Model of the instantaneous undeformed chip thickness in micro-milling based on tooth trajectory
X Lu, Z Jia, F Wang, G Li, L Si, L Gao
Proceedings of the Institution of Mechanical Engineers, Part B: Journal of …, 2018
332018
Monitoring of bolt looseness using piezoelectric transducers: Three-dimensional numerical modeling with experimental verification
N Li, F Wang, G Song
Journal of Intelligent Material Systems and Structures 31 (6), 911-918, 2020
322020
1D-TICapsNet: An audio signal processing algorithm for bolt early looseness detection
F Wang, G Song
Structural Health Monitoring 20 (5), 2828-2839, 2021
302021
Detection of sand deposition in pipeline using percussion, voice recognition, and support vector machine
H Cheng, F Wang, L Huo, G Song
Structural Health Monitoring 19 (6), 2075-2090, 2020
302020
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